EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
EPC OF NEW ASAB ACCOMMODATION COMPLEX-PHASE III
Document Title:
STRESS ANALYSIS REPORT EXTERNAL FIRE FIGHTING LINES ASAB
B
02-06-2013
REISSUED FOR REVIEW & COMMENTS
SHJ
AR
SUR
A
04-12-2012
ISSUED FOR REVIEW & COMMENTS
SHJ
AR
SUR
Rev.
Date
Prepared
Reviewed
Approved
Description of Revision
EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
Contents 1. INTRODUCTION ............................................................................................. 3 2. REFERENCES................................................................................................ 3 3. DRAWINGS .................................................................................................... 3 4. SOFTWARE USED FOR ANALYSIS ................................................................. 3 5. DATA USED ................................................................................................... 3 5.1 Design conditions ..................................................................................3 5.2 Material properties .................................................................................3 5.3 Allowable Stresses .................................................................................4 5.4 Pipe content weight ...............................................................................4 5.5 Valve weights ........................................................................................4 5.6 SoilProperties…......................................................................................4 6. ANALYSIS ..................................................................................................... 5 6.1 Static analysis........................................................................................5 6.2 Boundary conditions & assumptions ........................................................5 7. RESULTS & RECOMMENDATIONS ................................................................. 6 7.1 General .................................................................................................6 8. LOAD CASES /ALLOWABLES STRESS ENVELOPS......................................... 6 9. CONCLUSIONS .............................................................................................. 7 APPENDIX 1 – : REFERENCE DRAWINGS ......................................................... 8 APPENDIX 2 – : INPUT LISTING.......................................................................... 9 APPENDIX 3 – : STATIC ANALYSIS RESULTS .................................................... 9 APPENDIX 4 –:ALLOWABLE STRESS ENVELOPES ..........................................9
EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
1. INTRODUCTION The purpose of this report is to evaluate the integrity of the new fire water network under most severe loading scenarios as well as the impact of the this extension on the existing piping network at the tie-in points. This report shall determine the requirements for installing trust blocks for protecting the system encountering higher than acceptable stress conditions. The new system is being analyzed as per the requirements of BS7159 and ISO 14692 and qualified against allowable stresses recommended by pipe manufacturer.
2. REFERENCES 2.1 DEP 31.40.10.19 Glass-fibre Reinforced Plastic Pipeline and Piping Systems 2.2 BS7159 Code of Practice for Design & Construction of GRP Piping System 2.3 ISO14692 Petroleum and Natural Gas Industries - Glass Reinforced Plastic Piping 2.4 ISO TR 14692 Underground Installation of Flexible Glass Reinforced thermosetting resin Pipes 2.5 Future Pipe Industries - Engineering Guide for Wavistrong filament wound epoxy pipe systems 2.6 Doc. 2632001 – Piping Stress Analysis for GRE line Model GRE24-07-08B (ASAB accommodation extension Phase-1 project).
3. DRAWINGS 3.1 Fire Water Main Overall Layout, ASCON/3730/G/G/058/REV-0
4. SOFTWARE USED FOR ANALYSIS 4.1 Ceasar II
5. DATA USED The following data has been used for stress calculations: 5.1 Design conditions Design pressure: Hydro test pressure: Design temperature: Avg. Installation temperature: 5.2 Material properties
pdesign = 15.3 barg ptest = 22.95 barg Tdesign = 60 C Tinst = 30 C
EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
Material:
Wavistrong GRE 55 Winding angle
Pipe (structural) wall thickness: ID=150, OD=156.2 - 3.1 mm WT (Wall Thickness) ID=100, OD=104.8 - 2.4 mm WT ID = 50, OD = 55.2 - 2.6 mm WT Elbows Size ID 150 x 90 Deg - 5mm WT ID 100 x 90 Deg - 3.3mm WT ID 50 x 90 Deg - 2.6mm WT ID 150 x 45 Deg - 5mm WT / 6.3mm WT ID 100 x 45 Deg - 3.3mm WT ID 50 x 45 Deg - 2.6mm WT Tees Size ID 150x150 - 6.3mm WT ID 150x100 - 6.3mm WT
Note: In order to obtain the total wall thickness, 0.8 mm (liner and top coating) is to be added to the above listed values. All calculations are based on structural wall thickness Elasticity modulus:
Eaxial Ehoop
= 10,500 MPa = 20,500 MPa
Shear modulus:
G
= 11500 MPa
Poisson ratio:
hoop/axial axial/hoop
= 0.65 (hoop load) = 0.38 (axial load)
Thermal expansion coefft.
= 2.0x 10-5 mm/mm/deg C
Specific gravity
= 1850 Kg/mm3
Density of pipe
= 1850 kg/m3
Corrosion allowance
= 0 mm
EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
5.3
Allowable Stresses The allowable stress envelope is based on the following data:
Qualified stress @ 60 deg C
= 125 MPa
Short-term hoop strength at 2:1 stress ratio, Shs (2:1)
= 250 MPa
Short-term axial strength at 0:1 stress ratio, Sas (0:1)
= 65 MPa
The following values for part factor f2 have been used according to applied code ISO 14692-3
Design/Operating (weight + design pressure + thermal) f2 = 0.83
5.4
Sustained (weight + design pressure)
f2 = 0.67
Occasional (hydro test)
f2 = 0.89
Pipe content weight Pipe content density:
5.5
Valve weights Valve weights have been considered 80 Kg.
5.6
Soil Properties. Friction Coefficient - 0.3 Soil Density - 1800 kg/m3 Buried depth to top of pipe - 1000mm (drawing) Friction Angle - 30 Deg Overburden compaction multiplier 8 Yield displacement factor 0.015
= 992 kg/m3
EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
6. ANALYSIS 6.1 Static analysis Based on the design conditions, in the static analysis, the following basic load cases have been considered: Based on the design conditions, in the static analysis, the following basic load cases have been considered: Load case 1 Load case 2 Load case 3 Load case 4
Operating [water filled pipe weight (W) + design temperature (T1) + design pressure (P1)] Sustained [water filled pipe weight (W) + design pressure (P1)] Occasional (Hydro test) [water filled pipe weight (W) + hydro test pressure (P2)] Sustained [water filled pipe weight (W)]
Where: Design temperature, Design pressure, Hydro test pressure,
T1 = 60 ºC P1 = 15.3 barg P2 = 22.95 barg
6.2 Boundary conditions & Assumptions All GRE flanges connected to hydrants are considered as fixed points and also the corresponding Special flange support for Hydrant has been issued. a. The computer model is built based on the design drawing (layout) as an extension of the existing piping system considering fixed (flexible anchors) at the tie-in locations with the existing systems. b. At each hydrant (transition between GRE system to Steel piping) a flexible anchor have been considered; the flexibility considered for these anchors are equivalent with the soil rigidity/resistance on transversal direction c. At the location of the pipe entering the valve pits, guide type supports were considered in the model; in the valve pits the rest type support has been considered at the valve location. These supports shall be physical materialized at site by providing sleeves with adequate sealing at all new valve manholes and concrete/equivalent approved support as base to support the valve weight. d. the stresses in the system under relevant loading condition were evaluated as follows:
Calculated the primary stresses for the load cases in line section of BS7159. Based on information provided by pipe manufacture and Engineering Design guide the long term and short term failure stress envelope were plotted. The allowable stress envelope established in line with the ISO14692 and DEP 31.40.10.19 for load cases by using the recommended safety factor , SUS -067, OPE-083 and OCC 089. The maximum stresses for each case were plotted on the allowable on the allowable stress envelopes to assess the system compliance.
Input and output data have been presented in the appendices and contain the following: Appendix 1
Marked-up copies of the reference drawings showing the node numbers
Appendix 2
Input listing showing pipe data, operating parameters data used in the stress analysis.
EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
Appendix 3 Static analysis result showing stress assessment graph, pipe stresses, restraint load summary and displacements.
7. RESULTS & RECOMMENDATIONS 7.1 General Stresses have been calculated for each of the three load cases as listed in section 3. In order to bring stresses within allowable limits, the following recommendations should be implemented: 1) Elbows and pipes shall be reinforced with indicated structural / lamination thickness as shown in Isometrics (refer appendix 1) 2) All hydrant connections at GRE / Steel interface should be anchored. 3) All valves in the valve pits should be supported. The table below list the maximum stress for each load case. The stresses have been plotted on the stress envelope attached in appendix 3. All stresses are within allowable limits. Stress : Load case
Node
Axial stress (MPa)
Hoop stress (MPa)
Operating
11
18.89
78.58
Sustained
11
18.89
37.78
Occasional (Hydro test)
11
28.33
56.67
Note: Please refer the Appendix 4 for stress envelop where plotted stress point is to the limit of the stress envelope.
8. LOAD CASES /ALLOWABLES STRESS ENVELOPS 1) 2) 3) 4)
WW+HP W+T1+P1 W+P1 L2-L3
:Hydrotest case :Operational case : Sustained case :Expansion case
Allowable Stress Envelopes
Sa(0:1)
Long term 65.0
Short term 32.5
Sus 0.67 21.8
Ope 0.83 27.0
Exp 0.83 27.0
OCC 0.89 28.9
EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
Sa(2:1) Sh
125.0 250.0
62.5 125.0
41.9 83.8
51.9 103.8
51.9 103.8
55.6 111.3
Allowables Stress Envelops 140 120
Longitudinal Stress
100 80 60 40 20 0 0
50
100
150
200
250
300
Hoop Stress
Long Term Failure Envelope Short Term Failure Envelope Allowable stress Occ Load Allowable stress Opp Load Allowable stress Sus Load
9. CONCLUSIONS The computer results show that, upon implementation of the recommendations as made in section: 1. Pipe stresses are within allowable limits. 2. Loads for the valve pits should be forwarded to the civil / structural engineer for a suitable supporting structure design
Appendix 1 – : Reference Drawings
EXTERNAL F.H PIPE GV
ISOLATION VALVE
FH
FIRE HYDRANT
-3
AD
F CLO
GATE VALVE
IV
THRUST BLOCK
N EI TI
RO
LC OF
LC OF
RO
RO
AD
D OA FR
AD
CLO
D
OA FR
CLO
E TI
IN
-2
ISOMETRIC VIEW
ASCON/3730/G/G/043/REV-2
DRAWING NO:
EXTERNAL LAYOUT FOR FIRE WATER
AD
RO
O FR
AD
CLO 1 NEI
TI
EX
IS TI
NG
LIN
0
27/04/13
ISSUED FOR APPROVAL
REV.
DATE
DESCRIPTION
ALL DIMENSIONS ARE IN MM
NZR
PER
RSB
DRAWN CHKD. APPD.
SCALE = NTS
E
PROJECT :
EPC FOR NEW ASAB ACCOMMODATION COMPLEX - PHASE-III PROJECT NO: 0200283, AGREEMENT NO: TP-11-032 CLIENT :
CONTRACTOR:
TYPICAL DETAIL AT 45 BEND
K:/ASCON/3730/G/G/058/REV-0
LC OF
REFERENCE DRAWING
TITLE:
FIRE WATER ISOMETRIC VIEW DRAWING No. ASCON/3730/G/G/058/REV-0
...\FIRE WATER-A-REVB. L
...\FIRE WATER-A-REVB. L
...\FIRE WATER-A-REVB. L
...\FIRE WATER-A-REVB. L
EPC OF NEW ASAB ACCOMMODATION COMPLEX –PHASE III
APPENDIX-2 CAESAR OUT PUTS
1 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405
Table of Contents LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS ................................................................................... 2 INPUT LISTING ............................................................................................................................................................. 3 Stresses Extended : 1 (HYD) WW+HP ............................................................................................................ 135 Stresses Extended : 2 (OPE) W+T1+P1 ....................................................................................................... 203 Stresses Extended : 3 (SUS) W+P1 .............................................................................................................. 271 Stresses Extended : 4 (EXP) L4=L2-L3 ..................................................................................................... 339 Restraint Summary Extended : Multiple ................................................................................................... 407 Displacements : 1 (HYD) WW+HP .................................................................................................................... 606 Displacements : 2 (OPE) W+T1+P1 ................................................................................................................ 622 Displacements : 3 (SUS) W+P1....................................................................................................................... 638 Displacements : 4 (EXP) L4=L2-L3 .............................................................................................................. 654
2 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405
LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS
1 2 3 4
(HYD) (OPE) (SUS) (EXP)
WW+HP W+T1+P1 W+P1 L4=L2-L3
3 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING PIPE DATA --------------------------------------------------------------------------------------------------------------------------------------------------------From 10 To 11 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. PIPE Dia= 156.200 mm. Wall= 3.100 mm. Cor= .0000 mm. Mill%(-)= .00 GENERAL T1= 60 C P1= 1,530.0000 KPa PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Ex= 10,500,000 KPa Ea/Eh*Vh/a= .3329 Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Thk= .000 mm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 10 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 10 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 10 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ALLOWABLE STRESSES UKOOA (1994) Sh1= 250,000 KPa Sh2= 125,000 KPa ----------------------------------------------------------------------------From 11 To 12 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 11 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 11 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 11 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 12 To 13 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 12 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 12 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 12 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 13 To 14 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 13 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 13 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 13 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 14 To 15 DX= 4,430.294 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 14 X2 K= 2,385 N./cm. Yield K= 1 N./cm. Yield Force= 4,137 N. Node 14 Z2 K= 392,976 N./cm. Yield K= 1 N./cm. Yield Force= 681,531 N. Node 14 Y2 K= 392,976 N./cm. Yield K= 1 N./cm. Yield Force= 681,531 N. ----------------------------------------------------------------------------From 15 To 16 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 15 X2 K= 2,385 N./cm. Yield K= 1 N./cm. Yield Force= 4,137 N. Node 15 Z2 K= 392,976 N./cm. Yield K= 1 N./cm. Yield Force= 681,531 N. Node 15 Y2 K= 392,976 N./cm. Yield K= 1 N./cm. Yield Force= 681,531 N. -----------------------------------------------------------------------------
4 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 16 To 17 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 16 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 16 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 16 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 17 To 18 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 17 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 17 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 17 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 18 To 19 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 18 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 18 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 18 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 19 To 20 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 20 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 20 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 20 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 20 To 30 DX= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 20 Guide ----------------------------------------------------------------------------From 30 To 40 DX= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 40 +Y Mu = .30 ----------------------------------------------------------------------------From 40 To 50 DX= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 50 To 60 DX= 567.000 mm. Mill%(-)= .00 GENERAL
5 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 60 Guide ----------------------------------------------------------------------------From 60 To 61 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 60 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 60 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 60 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 61 To 62 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 61 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 61 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 61 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 62 To 63 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 62 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 62 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 62 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 63 To 64 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 63 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 63 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 63 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 64 To 65 DX= 3,125.997 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 64 X2 K= 1,739 N./cm. Yield K= 1 N./cm. Yield Force= 3,016 N. Node 64 Z2 K= 286,502 N./cm. Yield K= 1 N./cm. Yield Force= 496,874 N. Node 64 Y2 K= 286,502 N./cm. Yield K= 1 N./cm. Yield Force= 496,874 N. ----------------------------------------------------------------------------From 65 To 66 DX= 3,125.997 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 65 X2 K= 3,098 N./cm. Yield K= 1 N./cm. Yield Force= 5,373 N. Node 65 Z2 K= 510,371 N./cm. Yield K= 1 N./cm. Yield Force= 885,127 N. Node 65 Y2 K= 510,371 N./cm. Yield K= 1 N./cm. Yield Force= 885,127 N. ----------------------------------------------------------------------------From 66 To 67 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS
6 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 66 X2 K= 1,739 N./cm. Yield K= 1 N./cm. Yield Force= 3,016 N. Node 66 Z2 K= 286,502 N./cm. Yield K= 1 N./cm. Yield Force= 496,874 N. Node 66 Y2 K= 286,502 N./cm. Yield K= 1 N./cm. Yield Force= 496,874 N. ----------------------------------------------------------------------------From 67 To 68 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 67 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 67 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 67 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 68 To 69 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 68 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 68 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 68 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 69 To 71 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 69 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 69 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 69 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 71 To 72 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 71 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 71 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 71 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 72 To 70 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 72 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 -.7071 Node 72 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071 Node 72 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 70 To 73 DX= .000 mm. DY= .000 mm. DZ= -352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 70 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 70 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 70 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. -----------------------------------------------------------------------------
7 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 73 To 74 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 73 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 73 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 73 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 74 To 75 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 74 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 74 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 74 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 75 To 76 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 75 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 75 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 75 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 76 To 77 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 76 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 76 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 76 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 77 To 78 DX= .000 mm. DY= .000 mm. DZ= -5,114.384 mm. RESTRAINTS Node 77 Z2 K= 3,951 N./cm. Yield K= 1 N./cm. Yield Force= 6,852 N. Node 77 X2 K= 650,901 N./cm. Yield K= 1 N./cm. Yield Force= 1,128,845 N. Node 77 Y2 K= 650,901 N./cm. Yield K= 1 N./cm. Yield Force= 1,128,845 N. ----------------------------------------------------------------------------From 78 To 79 DX= .000 mm. DY= .000 mm. DZ= -2,557.192 mm. RESTRAINTS Node 78 Z2 K= 5,068 N./cm. Yield K= 1 N./cm. Yield Force= 8,790 N. Node 78 X2 K= 835,009 N./cm. Yield K= 1 N./cm. Yield Force= 1,448,140 N. Node 78 Y2 K= 835,009 N./cm. Yield K= 1 N./cm. Yield Force= 1,448,140 N. ----------------------------------------------------------------------------From 79 To 80 DX= .000 mm. DY= .000 mm. DZ= -2,557.192 mm. RESTRAINTS Node 80 Z2 K= 2,534 N./cm. Yield K= 1 N./cm. Yield Force= 4,395 N. Node 80 X2 K= 417,504 N./cm. Yield K= 1 N./cm. Yield Force= 724,070 N. Node 80 Y2 K= 417,504 N./cm. Yield K= 1 N./cm. Yield Force= 724,070 N. SIF's & TEE's Node 80 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 80 To 81 DX= -197.500 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00
8 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 80 X2 K= 98 N./cm. Yield K= 1 N./cm. Yield Force= 170 N. Node 80 Z2 K= 16,123 N./cm. Yield K= 1 N./cm. Yield Force= 27,961 N. Node 80 Y2 K= 16,123 N./cm. Yield K= 1 N./cm. Yield Force= 27,961 N. ----------------------------------------------------------------------------From 81 To 89 DX= -98.750 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 81 X2 K= 196 N./cm. Yield K= 1 N./cm. Yield Force= 339 N. Node 81 Z2 K= 32,245 N./cm. Yield K= 1 N./cm. Yield Force= 55,922 N. Node 81 Y2 K= 32,245 N./cm. Yield K= 1 N./cm. Yield Force= 55,922 N. ----------------------------------------------------------------------------From 89 To 90 DX= -98.750 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 90 X2 K= 98 N./cm. Yield K= 1 N./cm. Yield Force= 170 N. Node 90 Z2 K= 16,123 N./cm. Yield K= 1 N./cm. Yield Force= 27,961 N. Node 90 Y2 K= 16,123 N./cm. Yield K= 1 N./cm. Yield Force= 27,961 N. ----------------------------------------------------------------------------From 90 To 100 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 100 To 110 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 110 +Y Mu = .30 ----------------------------------------------------------------------------From 110 To 120 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 120 To 130 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS
9 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 130 Guide ----------------------------------------------------------------------------From 130 To 131 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 130 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 130 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 130 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 131 To 132 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 131 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 131 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 131 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 132 To 133 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 132 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 132 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 132 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 133 To 134 DX= -1,199.382 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 133 X2 K= 721 N./cm. Yield K= 1 N./cm. Yield Force= 1,250 N. Node 133 Z2 K= 118,787 N./cm. Yield K= 1 N./cm. Yield Force= 206,010 N. Node 133 Y2 K= 118,787 N./cm. Yield K= 1 N./cm. Yield Force= 206,010 N. ----------------------------------------------------------------------------From 134 To 140 DX= -1,199.382 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 134 X2 K= 1,189 N./cm. Yield K= 1 N./cm. Yield Force= 2,061 N. Node 134 Z2 K= 195,819 N./cm. Yield K= 1 N./cm. Yield Force= 339,606 N. Node 134 Y2 K= 195,819 N./cm. Yield K= 1 N./cm. Yield Force= 339,606 N. SIF's & TEE's Node 140 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 140 To 145 DX= -4,300.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP)
10 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 140 X2 K= 2,725 N./cm. Yield K= 1 N./cm. Yield Force= 4,726 N. Node 140 Z2 K= 448,933 N./cm. Yield K= 1 N./cm. Yield Force= 778,576 N. Node 140 Y2 K= 448,933 N./cm. Yield K= 1 N./cm. Yield Force= 778,576 N. SIF's & TEE's Node 145 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 145 To 146 DX= -14,429.617 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 145 X2 K= 9,280 N./cm. Yield K= 1 N./cm. Yield Force= 16,095 N. Node 145 Z2 K= 1,528,962 N./cm. Yield K= 1 N./cm. Yield Force= 2,651,650 N. Node 145 Y2 K= 1,528,962 N./cm. Yield K= 1 N./cm. Yield Force= 2,651,650 N. ----------------------------------------------------------------------------From 146 To 147 DX= -14,429.617 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 146 X2 K= 14,300 N./cm. Yield K= 1 N./cm. Yield Force= 24,800 N. Node 146 Z2 K= 2,355,876 N./cm. Yield K= 1 N./cm. Yield Force= 4,085,752 N. Node 146 Y2 K= 2,355,876 N./cm. Yield K= 1 N./cm. Yield Force= 4,085,752 N. ----------------------------------------------------------------------------From 147 To 148 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 147 X2 K= 14,889 N./cm. Yield K= 1 N./cm. Yield Force= 25,822 N. Node 147 Z2 K= 2,453,051 N./cm. Yield K= 1 N./cm. Yield Force= 4,254,281 N. Node 147 Y2 K= 2,453,051 N./cm. Yield K= 1 N./cm. Yield Force= 4,254,281 N. ----------------------------------------------------------------------------From 148 To 149 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 148 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 148 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 148 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 149 To 151 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm.
11 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 149 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 149 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 149 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 151 To 152 DX= -7,810.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 151 X2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 151 Z2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 151 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------From 152 To 153 DX= -5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 152 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 152 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 152 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 153 To 154 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 153 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 153 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 153 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 154 To 155 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 154 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 154 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 154 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 155 To 156 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 155 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 155 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 155 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 156 To 157 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 156 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 156 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.
12 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 156 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 157 To 158 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 157 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 157 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 157 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 158 To 159 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 158 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 158 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 158 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 159 To 150 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 159 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 159 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 159 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 150 To 161 DX= .000 mm. DY= .000 mm. DZ= -352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 150 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 150 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 150 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 161 To 162 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 161 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 161 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 161 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. -----------------------------------------------------------------------------
13 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 162 To 163 DX= .000 mm. DY= .000 mm. DZ= -425.720 mm. RESTRAINTS Node 162 Z2 K= 338 N./cm. Yield K= 1 N./cm. Yield Force= 586 N. Node 162 X2 K= 55,630 N./cm. Yield K= 1 N./cm. Yield Force= 96,479 N. Node 162 Y2 K= 55,630 N./cm. Yield K= 1 N./cm. Yield Force= 96,479 N. ----------------------------------------------------------------------------From 163 To 164 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 163 Z2 K= 338 N./cm. Yield K= 1 N./cm. Yield Force= 586 N. Node 163 X2 K= 55,630 N./cm. Yield K= 1 N./cm. Yield Force= 96,479 N. Node 163 Y2 K= 55,630 N./cm. Yield K= 1 N./cm. Yield Force= 96,479 N. ----------------------------------------------------------------------------From 164 To 165 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 164 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 164 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 164 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 165 To 160 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 160 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 160 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 160 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 160 To 170 DZ= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 170 To 180 DZ= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 180 +Y Mu = .30 ----------------------------------------------------------------------------From 180 To 190 DZ= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm.
14 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 190 To 200 DZ= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 200 Guide ----------------------------------------------------------------------------From 200 To 201 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 200 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 200 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 200 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 201 To 202 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 201 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 201 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 201 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 202 To 203 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 202 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 202 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 202 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 203 To 210 DX= .000 mm. DY= .000 mm. DZ= -532.765 mm. RESTRAINTS Node 203 Z2 K= 391 N./cm. Yield K= 1 N./cm. Yield Force= 678 N. Node 203 X2 K= 64,369 N./cm. Yield K= 1 N./cm. Yield Force= 111,633 N. Node 203 Y2 K= 64,369 N./cm. Yield K= 1 N./cm. Yield Force= 111,633 N. SIF's & TEE's Node 210 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 210 To 211 DX= .000 mm. DY= .000 mm. DZ= -532.765 mm. Mill%(-)= .00
15 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 210 Z2 K= 528 N./cm. Yield K= 1 N./cm. Yield Force= 916 N. Node 210 X2 K= 86,983 N./cm. Yield K= 1 N./cm. Yield Force= 150,853 N. Node 210 Y2 K= 86,983 N./cm. Yield K= 1 N./cm. Yield Force= 150,853 N. ----------------------------------------------------------------------------From 211 To 212 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 211 Z2 K= 391 N./cm. Yield K= 1 N./cm. Yield Force= 678 N. Node 211 X2 K= 64,369 N./cm. Yield K= 1 N./cm. Yield Force= 111,633 N. Node 211 Y2 K= 64,369 N./cm. Yield K= 1 N./cm. Yield Force= 111,633 N. ----------------------------------------------------------------------------From 212 To 213 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 212 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 212 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 212 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 213 To 219 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 213 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 213 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 213 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 219 To 220 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 220 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 220 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 220 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 220 To 230 DZ= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 230 To 240 DZ= -133.000 mm. Mill%(-)= .00 GENERAL
16 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 240 +Y Mu = .30 ----------------------------------------------------------------------------From 240 To 250 DZ= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 250 To 260 DZ= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 260 Guide ----------------------------------------------------------------------------From 260 To 261 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 260 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 260 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 260 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 261 To 262 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 261 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 261 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 261 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 262 To 263 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 262 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 262 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 262 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. -----------------------------------------------------------------------------
17 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 263 To 264 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 263 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 263 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 263 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 264 To 265 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 264 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 264 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 264 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 265 To 266 DX= .000 mm. DY= .000 mm. DZ= -5,334.539 mm. RESTRAINTS Node 265 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 265 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 265 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 266 To 267 DX= .000 mm. DY= .000 mm. DZ= -7,810.000 mm. RESTRAINTS Node 266 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 266 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 266 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 267 To 268 DX= .000 mm. DY= .000 mm. DZ= -12,196.766 mm. RESTRAINTS Node 267 Z2 K= 9,913 N./cm. Yield K= 1 N./cm. Yield Force= 17,192 N. Node 267 X2 K= 1,633,219 N./cm. Yield K= 1 N./cm. Yield Force= 2,832,462 N. Node 267 Y2 K= 1,633,219 N./cm. Yield K= 1 N./cm. Yield Force= 2,832,462 N. ----------------------------------------------------------------------------From 268 To 270 DX= .000 mm. DY= .000 mm. DZ= -12,196.766 mm. RESTRAINTS Node 268 Z2 K= 12,087 N./cm. Yield K= 1 N./cm. Yield Force= 20,962 N. Node 268 X2 K= 1,991,326 N./cm. Yield K= 1 N./cm. Yield Force= 3,453,519 N. Node 268 Y2 K= 1,991,326 N./cm. Yield K= 1 N./cm. Yield Force= 3,453,519 N. SIF's & TEE's Node 270 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 270 To 271 DX= .000 mm. DY= .000 mm. DZ= -3,234.048 mm. Mill%(-)= .00 GENERAL
18 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 270 Z2 K= 7,646 N./cm. Yield K= 1 N./cm. Yield Force= 13,260 N. Node 270 X2 K= 1,259,669 N./cm. Yield K= 1 N./cm. Yield Force= 2,184,621 N. Node 270 Y2 K= 1,259,669 N./cm. Yield K= 1 N./cm. Yield Force= 2,184,621 N. ----------------------------------------------------------------------------From 271 To 272 DX= .000 mm. DY= .000 mm. DZ= -3,234.048 mm. RESTRAINTS Node 271 Z2 K= 3,205 N./cm. Yield K= 1 N./cm. Yield Force= 5,558 N. Node 271 X2 K= 528,012 N./cm. Yield K= 1 N./cm. Yield Force= 915,722 N. Node 271 Y2 K= 528,012 N./cm. Yield K= 1 N./cm. Yield Force= 915,722 N. ----------------------------------------------------------------------------From 272 To 273 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 272 Z2 K= 1,793 N./cm. Yield K= 1 N./cm. Yield Force= 3,109 N. Node 272 X2 K= 295,322 N./cm. Yield K= 1 N./cm. Yield Force= 512,172 N. Node 272 Y2 K= 295,322 N./cm. Yield K= 1 N./cm. Yield Force= 512,172 N. ----------------------------------------------------------------------------From 273 To 274 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 273 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 273 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 273 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 274 To 277 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 274 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 274 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 274 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 277 To 281 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 277 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 277 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 277 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 281 To 282 DX= .000 mm. DY= .000 mm. DZ= -46.605 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500
19 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 281 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 281 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 281 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 282 To 275 DX= .000 mm. DY= 35.670 mm. DZ= -86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 282 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 .3827 -.9239 Node 282 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 282 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------From 275 To 278 DX= .000 mm. DY= 213.794 mm. DZ= -213.794 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 275 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 .7071 -.7071 Node 275 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 275 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 278 To 279 DX= .000 mm. DY= 180.839 mm. DZ= -180.839 mm. RESTRAINTS Node 278 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 .7071 -.7071 Node 278 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 278 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 279 To 283 DX= .000 mm. DY= 209.394 mm. DZ= -209.394 mm. RESTRAINTS Node 279 X2 K= 273 N./cm. Yield K= 1 N./cm. Yield Force= 474 N. Dir Vec= .0000 .7071 -.7071 Node 279 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Node 279 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 283 To 284 DX= .000 mm. DY= 180.839 mm. DZ= -180.839 mm. RESTRAINTS Node 283 X2 K= 273 N./cm. Yield K= 1 N./cm. Yield Force= 474 N.
20 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Dir Vec= .0000 .7071 -.7071 Node 283 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Node 283 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 284 To 285 DX= .000 mm. DY= 180.839 mm. DZ= -180.839 mm. RESTRAINTS Node 284 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 .7071 -.7071 Node 284 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 284 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 285 To 286 DX= .000 mm. DY= 32.955 mm. DZ= -32.955 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 285 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 .7071 -.7071 Node 285 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 285 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 286 To 276 DX= .000 mm. DY= 35.670 mm. DZ= -86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 286 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 .3827 -.9239 Node 286 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 286 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------From 276 To 287 DX= .000 mm. DY= .000 mm. DZ= -302.350 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 276 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 276 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 276 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 287 To 288 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 287 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.
21 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 287 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 287 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 288 To 289 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 288 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 288 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 288 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 289 To 291 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 289 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 289 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 289 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 291 To 292 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 291 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 291 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 291 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 292 To 293 DX= .000 mm. DY= .000 mm. DZ= -3,245.009 mm. RESTRAINTS Node 292 Z2 K= 4,632 N./cm. Yield K= 1 N./cm. Yield Force= 8,034 N. Node 292 X2 K= 763,198 N./cm. Yield K= 1 N./cm. Yield Force= 1,323,600 N. Node 292 Y2 K= 763,198 N./cm. Yield K= 1 N./cm. Yield Force= 1,323,600 N. ----------------------------------------------------------------------------From 293 To 280 DX= .000 mm. DY= .000 mm. DZ= -3,245.009 mm. RESTRAINTS Node 280 Z2 K= 3,216 N./cm. Yield K= 1 N./cm. Yield Force= 5,577 N. Node 280 X2 K= 529,802 N./cm. Yield K= 1 N./cm. Yield Force= 918,826 N. Node 280 Y2 K= 529,802 N./cm. Yield K= 1 N./cm. Yield Force= 918,826 N. SIF's & TEE's Node 280 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 280 To 294 DX= -3,244.147 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm.
22 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 280 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,788 N. Node 280 Z2 K= 264,831 N./cm. Yield K= 1 N./cm. Yield Force= 459,291 N. Node 280 Y2 K= 264,831 N./cm. Yield K= 1 N./cm. Yield Force= 459,291 N. ----------------------------------------------------------------------------From 294 To 295 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 294 X2 K= 1,798 N./cm. Yield K= 1 N./cm. Yield Force= 3,117 N. Node 294 Z2 K= 296,147 N./cm. Yield K= 1 N./cm. Yield Force= 513,602 N. Node 294 Y2 K= 296,147 N./cm. Yield K= 1 N./cm. Yield Force= 513,602 N. ----------------------------------------------------------------------------From 295 To 296 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 295 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 295 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 295 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 296 To 297 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 296 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 296 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 296 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 297 To 298 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 297 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 297 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 297 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 298 To 290 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 290 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 290 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 290 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 290 To 300 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. -----------------------------------------------------------------------------
23 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 300 To 310 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 310 +Y Mu = .30 ----------------------------------------------------------------------------From 310 To 320 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 320 To 330 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 330 Guide ----------------------------------------------------------------------------From 330 To 331 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 330 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 330 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 330 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 331 To 332 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 331 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 331 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 331 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 332 To 333 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 332 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 332 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.
24 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 332 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 333 To 334 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 333 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 333 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 333 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 334 To 335 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 334 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 334 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 334 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 335 To 336 DX= -5,887.918 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 335 X2 K= 4,334 N./cm. Yield K= 1 N./cm. Yield Force= 7,517 N. Node 335 Z2 K= 714,047 N./cm. Yield K= 1 N./cm. Yield Force= 1,238,358 N. Node 335 Y2 K= 714,047 N./cm. Yield K= 1 N./cm. Yield Force= 1,238,358 N. ----------------------------------------------------------------------------From 336 To 337 DX= -5,887.918 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 336 X2 K= 5,835 N./cm. Yield K= 1 N./cm. Yield Force= 10,119 N. Node 336 Z2 K= 961,301 N./cm. Yield K= 1 N./cm. Yield Force= 1,667,167 N. Node 336 Y2 K= 961,301 N./cm. Yield K= 1 N./cm. Yield Force= 1,667,167 N. ----------------------------------------------------------------------------From 337 To 338 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 337 X2 K= 4,334 N./cm. Yield K= 1 N./cm. Yield Force= 7,517 N. Node 337 Z2 K= 714,047 N./cm. Yield K= 1 N./cm. Yield Force= 1,238,358 N. Node 337 Y2 K= 714,047 N./cm. Yield K= 1 N./cm. Yield Force= 1,238,358 N. ----------------------------------------------------------------------------From 338 To 339 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 338 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 338 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 338 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 339 To 341 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 339 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N.
25 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 339 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 339 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 341 To 342 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 341 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 341 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 341 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 342 To 343 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 342 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 342 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 342 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 343 To 344 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 343 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 343 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 343 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 344 To 340 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 344 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 344 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 344 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 340 To 345 DX= .000 mm. DY= .000 mm. DZ= -352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 340 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 340 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 340 Y2 K= 35,899 N./cm. Yield K= 1 N./cm.
26 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 62,260 N. ----------------------------------------------------------------------------From 345 To 346 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 345 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 345 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 345 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 346 To 347 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 346 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 346 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 346 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 347 To 348 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 347 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 347 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 347 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 348 To 349 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 348 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 348 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 348 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 349 To 351 DX= .000 mm. DY= .000 mm. DZ= -5,334.539 mm. RESTRAINTS Node 349 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 349 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 349 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 351 To 352 DX= .000 mm. DY= .000 mm. DZ= -7,810.000 mm. RESTRAINTS Node 351 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 351 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 351 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 352 To 353 DX= .000 mm. DY= .000 mm. DZ= -15,620.000 mm. RESTRAINTS Node 352 Z2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N.
27 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 352 X2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 352 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------From 353 To 354 DX= .000 mm. DY= .000 mm. DZ= -15,620.000 mm. RESTRAINTS Node 353 Z2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 353 X2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 353 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 354 To 355 DX= .000 mm. DY= .000 mm. DZ= -14,156.617 mm. RESTRAINTS Node 354 Z2 K= 14,754 N./cm. Yield K= 1 N./cm. Yield Force= 25,588 N. Node 354 X2 K= 2,430,765 N./cm. Yield K= 1 N./cm. Yield Force= 4,215,631 N. Node 354 Y2 K= 2,430,765 N./cm. Yield K= 1 N./cm. Yield Force= 4,215,631 N. ----------------------------------------------------------------------------From 355 To 350 DX= .000 mm. DY= .000 mm. DZ= -14,156.617 mm. RESTRAINTS Node 355 Z2 K= 14,029 N./cm. Yield K= 1 N./cm. Yield Force= 24,330 N. Node 355 X2 K= 2,311,304 N./cm. Yield K= 1 N./cm. Yield Force= 4,008,452 N. Node 355 Y2 K= 2,311,304 N./cm. Yield K= 1 N./cm. Yield Force= 4,008,452 N. SIF's & TEE's Node 350 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 350 To 356 DX= .000 mm. DY= .000 mm. DZ= -13,198.615 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 350 Z2 K= 13,554 N./cm. Yield K= 1 N./cm. Yield Force= 23,507 N. Node 350 X2 K= 2,233,100 N./cm. Yield K= 1 N./cm. Yield Force= 3,872,823 N. Node 350 Y2 K= 2,233,100 N./cm. Yield K= 1 N./cm. Yield Force= 3,872,823 N. ----------------------------------------------------------------------------From 356 To 357 DX= .000 mm. DY= .000 mm. DZ= -13,198.615 mm. RESTRAINTS Node 356 Z2 K= 13,080 N./cm. Yield K= 1 N./cm. Yield Force= 22,684 N. Node 356 X2 K= 2,154,895 N./cm. Yield K= 1 N./cm.
28 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 3,737,194 N. Node 356 Y2 K= 2,154,895 N./cm. Yield K= 1 N./cm. Yield Force= 3,737,194 N. ----------------------------------------------------------------------------From 357 To 358 DX= .000 mm. DY= .000 mm. DZ= -7,810.000 mm. RESTRAINTS Node 357 Z2 K= 10,410 N./cm. Yield K= 1 N./cm. Yield Force= 18,053 N. Node 357 X2 K= 1,715,004 N./cm. Yield K= 1 N./cm. Yield Force= 2,974,299 N. Node 357 Y2 K= 1,715,004 N./cm. Yield K= 1 N./cm. Yield Force= 2,974,299 N. ----------------------------------------------------------------------------From 358 To 359 DX= .000 mm. DY= .000 mm. DZ= -5,334.539 mm. RESTRAINTS Node 358 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 358 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 358 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 359 To 361 DX= .000 mm. DY= .000 mm. DZ= -2,859.078 mm. RESTRAINTS Node 359 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 359 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 359 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 361 To 362 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 361 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 361 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 361 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 362 To 363 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 362 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 362 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 362 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 363 To 364 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 363 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 363 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 363 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 364 To 365 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm.
29 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 364 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 364 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 364 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 365 To 366 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 365 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 365 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 365 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 366 To 360 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 366 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 -.7071 Node 366 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071 Node 366 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 360 To 367 DX= 352.795 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 360 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 360 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 360 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 367 To 368 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 367 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 367 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 367 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 368 To 369 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 368 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 368 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.
30 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 72,414 N. Node 368 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 369 To 371 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 369 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 369 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 369 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 371 To 372 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 371 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 371 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 371 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 372 To 373 DX= 5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 372 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 372 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 372 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 373 To 374 DX= 7,810.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 373 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 373 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 373 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 374 To 375 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 374 X2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 374 Z2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 374 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------From 375 To 376 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 375 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 375 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 375 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. -----------------------------------------------------------------------------
31 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 376 To 377 DX= 11,273.617 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 376 X2 K= 13,326 N./cm. Yield K= 1 N./cm. Yield Force= 23,110 N. Node 376 Z2 K= 2,195,416 N./cm. Yield K= 1 N./cm. Yield Force= 3,807,470 N. Node 376 Y2 K= 2,195,416 N./cm. Yield K= 1 N./cm. Yield Force= 3,807,470 N. ----------------------------------------------------------------------------From 377 To 370 DX= 11,273.617 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 377 X2 K= 11,172 N./cm. Yield K= 1 N./cm. Yield Force= 19,375 N. Node 377 Z2 K= 1,840,606 N./cm. Yield K= 1 N./cm. Yield Force= 3,192,130 N. Node 377 Y2 K= 1,840,606 N./cm. Yield K= 1 N./cm. Yield Force= 3,192,130 N. SIF's & TEE's Node 370 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 370 To 378 DX= 18,636.234 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 370 X2 K= 14,820 N./cm. Yield K= 1 N./cm. Yield Force= 25,702 N. Node 370 Z2 K= 2,441,642 N./cm. Yield K= 1 N./cm. Yield Force= 4,234,494 N. Node 370 Y2 K= 2,441,642 N./cm. Yield K= 1 N./cm. Yield Force= 4,234,494 N. ----------------------------------------------------------------------------From 378 To 379 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 378 X2 K= 16,974 N./cm. Yield K= 1 N./cm. Yield Force= 29,437 N. Node 378 Z2 K= 2,796,452 N./cm. Yield K= 1 N./cm. Yield Force= 4,849,834 N. Node 378 Y2 K= 2,796,452 N./cm. Yield K= 1 N./cm. Yield Force= 4,849,834 N. ----------------------------------------------------------------------------From 379 To 381 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 379 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 379 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 379 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 381 To 382 DX= 7,810.000 mm. DY= .000 mm. DZ= .000 mm.
32 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 381 X2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 381 Z2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 381 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------From 382 To 389 DX= 5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 382 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 382 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 382 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 389 To 391 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 389 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 389 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 389 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 391 To 392 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 391 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 391 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 391 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 392 To 393 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 392 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 392 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 392 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 393 To 394 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 393 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 393 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 393 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 394 To 395 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 394 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 394 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 394 Y2 K= 41,755 N./cm. Yield K= 1 N./cm.
33 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 72,414 N. ----------------------------------------------------------------------------From 395 To 396 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 395 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 395 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 395 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 396 To 380 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 396 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 396 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 396 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 380 To 383 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 380 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 380 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 380 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 383 To 384 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 383 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 383 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 383 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 384 To 397 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 384 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 384 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 384 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 397 To 398 DX= .000 mm. DY= .000 mm. DZ= 400.179 mm.
34 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 397 Z2 K= 325 N./cm. Yield K= 1 N./cm. Yield Force= 564 N. Node 397 X2 K= 53,545 N./cm. Yield K= 1 N./cm. Yield Force= 92,863 N. Node 397 Y2 K= 53,545 N./cm. Yield K= 1 N./cm. Yield Force= 92,863 N. ----------------------------------------------------------------------------From 398 To 399 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 398 Z2 K= 325 N./cm. Yield K= 1 N./cm. Yield Force= 564 N. Node 398 X2 K= 53,545 N./cm. Yield K= 1 N./cm. Yield Force= 92,863 N. Node 398 Y2 K= 53,545 N./cm. Yield K= 1 N./cm. Yield Force= 92,863 N. ----------------------------------------------------------------------------From 399 To 401 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 399 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 399 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 399 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 401 To 402 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 401 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 401 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 401 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 402 To 403 DX= .000 mm. DY= .000 mm. DZ= 46.605 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 402 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 402 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 402 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 403 To 385 DX= .000 mm. DY= 35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 403 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 .3827 .9239 Node 403 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 403 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 -.3827 ----------------------------------------------------------------------------From 385 To 387 DX= .000 mm. DY= 213.794 mm. DZ= 213.794 mm. Mill%(-)= .00
35 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 385 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 .7071 .7071 Node 385 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 385 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------From 387 To 388 DX= .000 mm. DY= 180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 387 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 .7071 .7071 Node 387 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 387 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------From 388 To 404 DX= .000 mm. DY= 239.394 mm. DZ= 239.394 mm. RESTRAINTS Node 388 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= .0000 .7071 .7071 Node 388 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 388 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------From 404 To 405 DX= .000 mm. DY= 180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 404 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= .0000 .7071 .7071 Node 404 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 404 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------From 405 To 406 DX= .000 mm. DY= 180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 405 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 .7071 .7071 Node 405 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 405 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------From 406 To 407 DX= .000 mm. DY= 32.955 mm. DZ= 32.955 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 406 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N.
36 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Dir Vec= .0000 .7071 .7071 Node 406 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 406 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 -.7071 ----------------------------------------------------------------------------From 407 To 386 DX= .000 mm. DY= 35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 407 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 .3827 .9239 Node 407 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 407 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 -.3827 ----------------------------------------------------------------------------From 386 To 408 DX= .000 mm. DY= .000 mm. DZ= 302.350 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 386 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 386 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 386 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 408 To 409 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 408 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 408 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 408 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 409 To 411 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 409 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 409 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 409 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 411 To 412 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 411 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 411 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 411 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N.
37 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 412 To 413 DX= .000 mm. DY= .000 mm. DZ= 3,054.622 mm. RESTRAINTS Node 412 Z2 K= 1,704 N./cm. Yield K= 1 N./cm. Yield Force= 2,955 N. Node 412 X2 K= 280,675 N./cm. Yield K= 1 N./cm. Yield Force= 486,769 N. Node 412 Y2 K= 280,675 N./cm. Yield K= 1 N./cm. Yield Force= 486,769 N. ----------------------------------------------------------------------------From 413 To 414 DX= .000 mm. DY= .000 mm. DZ= 3,054.622 mm. RESTRAINTS Node 413 Z2 K= 3,027 N./cm. Yield K= 1 N./cm. Yield Force= 5,250 N. Node 413 X2 K= 498,718 N./cm. Yield K= 1 N./cm. Yield Force= 864,917 N. Node 413 Y2 K= 498,718 N./cm. Yield K= 1 N./cm. Yield Force= 864,917 N. ----------------------------------------------------------------------------From 414 To 415 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 414 Z2 K= 1,704 N./cm. Yield K= 1 N./cm. Yield Force= 2,955 N. Node 414 X2 K= 280,675 N./cm. Yield K= 1 N./cm. Yield Force= 486,769 N. Node 414 Y2 K= 280,675 N./cm. Yield K= 1 N./cm. Yield Force= 486,769 N. ----------------------------------------------------------------------------From 415 To 416 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 415 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 415 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 415 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 416 To 417 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 416 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 416 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 416 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 417 To 418 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 417 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 417 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 417 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 418 To 390 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 390 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 390 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N.
38 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 390 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 390 To 400 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 400 To 410 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 410 +Y Mu = .30 ----------------------------------------------------------------------------From 410 To 420 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 420 To 430 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 430 Guide ----------------------------------------------------------------------------From 430 To 431 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 430 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 430 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 430 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 431 To 432 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 431 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.
39 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 431 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 431 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 432 To 433 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 432 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 432 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 432 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 433 To 434 DX= .000 mm. DY= .000 mm. DZ= 742.382 mm. RESTRAINTS Node 433 Z2 K= 495 N./cm. Yield K= 1 N./cm. Yield Force= 858 N. Node 433 X2 K= 81,480 N./cm. Yield K= 1 N./cm. Yield Force= 141,310 N. Node 433 Y2 K= 81,480 N./cm. Yield K= 1 N./cm. Yield Force= 141,310 N. ----------------------------------------------------------------------------From 434 To 440 DX= .000 mm. DY= .000 mm. DZ= 742.382 mm. RESTRAINTS Node 434 Z2 K= 736 N./cm. Yield K= 1 N./cm. Yield Force= 1,276 N. Node 434 X2 K= 121,206 N./cm. Yield K= 1 N./cm. Yield Force= 210,206 N. Node 434 Y2 K= 121,206 N./cm. Yield K= 1 N./cm. Yield Force= 210,206 N. SIF's & TEE's Node 440 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 440 To 441 DX= .000 mm. DY= .000 mm. DZ= 480.765 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 440 Z2 K= 606 N./cm. Yield K= 1 N./cm. Yield Force= 1,051 N. Node 440 X2 K= 99,850 N./cm. Yield K= 1 N./cm. Yield Force= 173,167 N. Node 440 Y2 K= 99,850 N./cm. Yield K= 1 N./cm. Yield Force= 173,167 N. ----------------------------------------------------------------------------From 441 To 442 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 441 Z2 K= 365 N./cm. Yield K= 1 N./cm. Yield Force= 633 N. Node 441 X2 K= 60,124 N./cm. Yield K= 1 N./cm. Yield Force= 104,272 N. Node 441 Y2 K= 60,124 N./cm. Yield K= 1 N./cm. Yield Force= 104,272 N. ----------------------------------------------------------------------------From 442 To 443 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm.
40 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 442 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 442 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 442 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 443 To 444 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 443 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 443 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 443 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 444 To 445 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 445 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 445 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 445 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 445 To 450 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 450 To 460 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 460 +Y Mu = .30 ----------------------------------------------------------------------------From 460 To 470 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 470 To 480 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm.
41 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 480 Guide ----------------------------------------------------------------------------From 480 To 481 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 480 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 480 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 480 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 481 To 482 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 481 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 481 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 481 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 482 To 483 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 482 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 482 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 482 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 483 To 484 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 483 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 483 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 483 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 484 To 489 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 484 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 484 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 484 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 489 To 491 DX= .000 mm. DY= .000 mm. DZ= 5,334.539 mm. RESTRAINTS Node 489 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 489 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N.
42 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 489 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 491 To 492 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm. RESTRAINTS Node 491 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 491 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 491 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 492 To 493 DX= .000 mm. DY= .000 mm. DZ= 23,065.008 mm. RESTRAINTS Node 492 Z2 K= 15,298 N./cm. Yield K= 1 N./cm. Yield Force= 26,532 N. Node 492 X2 K= 2,520,431 N./cm. Yield K= 1 N./cm. Yield Force= 4,371,136 N. Node 492 Y2 K= 2,520,431 N./cm. Yield K= 1 N./cm. Yield Force= 4,371,136 N. ----------------------------------------------------------------------------From 493 To 494 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm. RESTRAINTS Node 493 Z2 K= 15,298 N./cm. Yield K= 1 N./cm. Yield Force= 26,532 N. Node 493 X2 K= 2,520,431 N./cm. Yield K= 1 N./cm. Yield Force= 4,371,136 N. Node 493 Y2 K= 2,520,431 N./cm. Yield K= 1 N./cm. Yield Force= 4,371,136 N. ----------------------------------------------------------------------------From 494 To 495 DX= .000 mm. DY= .000 mm. DZ= 5,334.539 mm. RESTRAINTS Node 494 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 494 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 494 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 495 To 496 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 495 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 495 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 495 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 496 To 497 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 496 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 496 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 496 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 497 To 501 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm.
43 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 497 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 497 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 497 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 501 To 502 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 501 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 501 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 501 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 502 To 503 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 502 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 502 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 502 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 503 To 504 DX= .000 mm. DY= .000 mm. DZ= 46.605 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 503 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 503 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 503 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 504 To 485 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 504 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 -.3827 .9239 Node 504 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 504 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------From 485 To 487 DX= .000 mm. DY= -213.794 mm. DZ= 213.794 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 485 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 -.7071 .7071
44 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 485 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 485 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 487 To 488 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 487 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 -.7071 .7071 Node 487 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 487 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 488 To 505 DX= .000 mm. DY= -239.394 mm. DZ= 239.394 mm. RESTRAINTS Node 488 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= .0000 -.7071 .7071 Node 488 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 488 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 505 To 506 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 505 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= .0000 -.7071 .7071 Node 505 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 505 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 506 To 507 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 506 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 -.7071 .7071 Node 506 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 506 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 507 To 508 DX= .000 mm. DY= -32.955 mm. DZ= 32.955 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 507 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 -.7071 .7071 Node 507 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 507 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 508 To 486 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm. BEND at "TO" end
45 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 508 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 -.3827 .9239 Node 508 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 508 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------From 486 To 509 DX= .000 mm. DY= .000 mm. DZ= 302.350 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 486 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 486 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 486 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 509 To 511 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 509 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 509 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 509 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 511 To 512 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 511 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 511 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 511 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 512 To 513 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 512 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 512 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 512 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 513 To 514 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 513 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 513 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 513 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N.
46 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 514 To 515 DX= .000 mm. DY= .000 mm. DZ= 4,254.510 mm. RESTRAINTS Node 514 Z2 K= 3,525 N./cm. Yield K= 1 N./cm. Yield Force= 6,113 N. Node 514 X2 K= 580,706 N./cm. Yield K= 1 N./cm. Yield Force= 1,007,108 N. Node 514 Y2 K= 580,706 N./cm. Yield K= 1 N./cm. Yield Force= 1,007,108 N. ----------------------------------------------------------------------------From 515 To 516 DX= .000 mm. DY= .000 mm. DZ= 2,127.255 mm. RESTRAINTS Node 515 Z2 K= 4,216 N./cm. Yield K= 1 N./cm. Yield Force= 7,312 N. Node 515 X2 K= 694,620 N./cm. Yield K= 1 N./cm. Yield Force= 1,204,666 N. Node 515 Y2 K= 694,620 N./cm. Yield K= 1 N./cm. Yield Force= 1,204,666 N. ----------------------------------------------------------------------------From 516 To 490 DX= .000 mm. DY= .000 mm. DZ= 2,127.255 mm. RESTRAINTS Node 490 Z2 K= 2,108 N./cm. Yield K= 1 N./cm. Yield Force= 3,656 N. Node 490 X2 K= 347,310 N./cm. Yield K= 1 N./cm. Yield Force= 602,333 N. Node 490 Y2 K= 347,310 N./cm. Yield K= 1 N./cm. Yield Force= 602,333 N. SIF's & TEE's Node 490 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 490 To 498 DX= -5,481.884 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 490 X2 K= 2,716 N./cm. Yield K= 1 N./cm. Yield Force= 4,711 N. Node 490 Z2 K= 447,505 N./cm. Yield K= 1 N./cm. Yield Force= 776,099 N. Node 490 Y2 K= 447,505 N./cm. Yield K= 1 N./cm. Yield Force= 776,099 N. ----------------------------------------------------------------------------From 498 To 499 DX= -5,481.884 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 498 X2 K= 5,432 N./cm. Yield K= 1 N./cm. Yield Force= 9,421 N. Node 498 Z2 K= 895,009 N./cm. Yield K= 1 N./cm. Yield Force= 1,552,198 N. Node 498 Y2 K= 895,009 N./cm. Yield K= 1 N./cm. Yield Force= 1,552,198 N. ----------------------------------------------------------------------------From 499 To 517 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 499 X2 K= 4,133 N./cm. Yield K= 1 N./cm. Yield Force= 7,168 N. Node 499 Z2 K= 680,901 N./cm. Yield K= 1 N./cm. Yield Force= 1,180,874 N.
47 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 499 Y2 K= 680,901 N./cm. Yield K= 1 N./cm. Yield Force= 1,180,874 N. ----------------------------------------------------------------------------From 517 To 518 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 517 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 517 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 517 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 518 To 519 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 518 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 518 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 518 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 519 To 521 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 519 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 519 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 519 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 521 To 522 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 521 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 521 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 521 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 522 To 523 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 522 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 522 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 522 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 523 To 500 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 523 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 523 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 523 Y2 K= 30,044 N./cm. Yield K= 1 N./cm.
48 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 52,105 N. ----------------------------------------------------------------------------From 500 To 524 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 500 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 500 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 500 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 524 To 525 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 524 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 524 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 524 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 525 To 526 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 525 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 525 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 525 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 526 To 527 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 526 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 526 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 526 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 527 To 528 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 527 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 527 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 527 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 528 To 529 DX= .000 mm. DY= .000 mm. DZ= 6,007.384 mm. RESTRAINTS Node 528 Z2 K= 4,393 N./cm. Yield K= 1 N./cm. Yield Force= 7,619 N. Node 528 X2 K= 723,799 N./cm. Yield K= 1 N./cm. Yield Force= 1,255,271 N. Node 528 Y2 K= 723,799 N./cm. Yield K= 1 N./cm.
49 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 1,255,271 N. ----------------------------------------------------------------------------From 529 To 510 DX= .000 mm. DY= .000 mm. DZ= 6,007.384 mm. RESTRAINTS Node 529 Z2 K= 5,953 N./cm. Yield K= 1 N./cm. Yield Force= 10,325 N. Node 529 X2 K= 980,806 N./cm. Yield K= 1 N./cm. Yield Force= 1,700,993 N. Node 529 Y2 K= 980,806 N./cm. Yield K= 1 N./cm. Yield Force= 1,700,993 N. ----------------------------------------------------------------------------From 510 To 531 DX= .000 mm. DY= .000 mm. DZ= 3,918.534 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 510 Z2 K= 4,918 N./cm. Yield K= 1 N./cm. Yield Force= 8,530 N. Node 510 X2 K= 810,286 N./cm. Yield K= 1 N./cm. Yield Force= 1,405,264 N. Node 510 Y2 K= 810,286 N./cm. Yield K= 1 N./cm. Yield Force= 1,405,264 N. ----------------------------------------------------------------------------From 531 To 532 DX= .000 mm. DY= .000 mm. DZ= 3,918.534 mm. RESTRAINTS Node 531 Z2 K= 3,883 N./cm. Yield K= 1 N./cm. Yield Force= 6,735 N. Node 531 X2 K= 639,766 N./cm. Yield K= 1 N./cm. Yield Force= 1,109,535 N. Node 531 Y2 K= 639,766 N./cm. Yield K= 1 N./cm. Yield Force= 1,109,535 N. ----------------------------------------------------------------------------From 532 To 533 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 532 Z2 K= 3,358 N./cm. Yield K= 1 N./cm. Yield Force= 5,824 N. Node 532 X2 K= 553,279 N./cm. Yield K= 1 N./cm. Yield Force= 959,542 N. Node 532 Y2 K= 553,279 N./cm. Yield K= 1 N./cm. Yield Force= 959,542 N. ----------------------------------------------------------------------------From 533 To 534 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 533 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 533 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 533 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 534 To 535 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 534 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 534 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 534 Y2 K= 52,193 N./cm. Yield K= 1 N./cm.
50 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 90,518 N. ----------------------------------------------------------------------------From 535 To 536 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 535 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 535 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 535 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 536 To 537 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 536 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 536 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 536 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 537 To 520 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 520 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 520 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 520 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 520 To 530 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 530 To 540 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 540 +Y Mu = .30 ----------------------------------------------------------------------------From 540 To 550 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 550 To 560 DZ= 567.000 mm. Mill%(-)= .00 GENERAL
51 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 560 Guide ----------------------------------------------------------------------------From 560 To 561 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 560 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 560 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 560 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 561 To 562 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 561 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 561 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 561 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 562 To 563 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 562 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 562 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 562 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 563 To 564 DX= .000 mm. DY= .000 mm. DZ= 546.882 mm. RESTRAINTS Node 563 Z2 K= 398 N./cm. Yield K= 1 N./cm. Yield Force= 690 N. Node 563 X2 K= 65,521 N./cm. Yield K= 1 N./cm. Yield Force= 113,632 N. Node 563 Y2 K= 65,521 N./cm. Yield K= 1 N./cm. Yield Force= 113,632 N. ----------------------------------------------------------------------------From 564 To 569 DX= .000 mm. DY= .000 mm. DZ= 273.441 mm. RESTRAINTS Node 564 Z2 K= 542 N./cm. Yield K= 1 N./cm. Yield Force= 940 N. Node 564 X2 K= 89,288 N./cm. Yield K= 1 N./cm. Yield Force= 154,850 N. Node 564 Y2 K= 89,288 N./cm. Yield K= 1 N./cm. Yield Force= 154,850 N. ----------------------------------------------------------------------------From 569 To 570 DX= .000 mm. DY= .000 mm. DZ= 273.441 mm. RESTRAINTS
52 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 570 Z2 K= 271 N./cm. Yield K= 1 N./cm. Yield Force= 470 N. Node 570 X2 K= 44,644 N./cm. Yield K= 1 N./cm. Yield Force= 77,425 N. Node 570 Y2 K= 44,644 N./cm. Yield K= 1 N./cm. Yield Force= 77,425 N. SIF's & TEE's Node 570 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 570 To 571 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 570 X2 K= 7,740 N./cm. Yield K= 1 N./cm. Yield Force= 13,423 N. Node 570 Z2 K= 1,275,113 N./cm. Yield K= 1 N./cm. Yield Force= 2,211,405 N. Node 570 Y2 K= 1,275,113 N./cm. Yield K= 1 N./cm. Yield Force= 2,211,405 N. ----------------------------------------------------------------------------From 571 To 572 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 571 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 571 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 571 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 572 To 573 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 572 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 572 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 572 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 573 To 574 DX= -10,939.500 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 573 X2 K= 13,160 N./cm. Yield K= 1 N./cm. Yield Force= 22,823 N. Node 573 Z2 K= 2,168,141 N./cm. Yield K= 1 N./cm. Yield Force= 3,760,167 N. Node 573 Y2 K= 2,168,141 N./cm. Yield K= 1 N./cm. Yield Force= 3,760,167 N. ----------------------------------------------------------------------------From 574 To 580 DX= -10,939.500 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 574 X2 K= 10,841 N./cm. Yield K= 1 N./cm. Yield Force= 18,801 N. Node 574 Z2 K= 1,786,056 N./cm. Yield K= 1 N./cm.
53 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 3,097,524 N. Node 574 Y2 K= 1,786,056 N./cm. Yield K= 1 N./cm. Yield Force= 3,097,524 N. SIF's & TEE's Node 580 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 580 To 590 DX= -7,785.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 580 X2 K= 9,278 N./cm. Yield K= 1 N./cm. Yield Force= 16,090 N. Node 580 Z2 K= 1,528,544 N./cm. Yield K= 1 N./cm. Yield Force= 2,650,925 N. Node 580 Y2 K= 1,528,544 N./cm. Yield K= 1 N./cm. Yield Force= 2,650,925 N. SIF's & TEE's Node 590 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 590 To 591 DX= -4,700.534 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 590 X2 K= 6,187 N./cm. Yield K= 1 N./cm. Yield Force= 10,729 N. Node 590 Z2 K= 1,019,236 N./cm. Yield K= 1 N./cm. Yield Force= 1,767,642 N. Node 590 Y2 K= 1,019,236 N./cm. Yield K= 1 N./cm. Yield Force= 1,767,642 N. ----------------------------------------------------------------------------From 591 To 592 DX= -4,700.534 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 591 X2 K= 4,658 N./cm. Yield K= 1 N./cm. Yield Force= 8,079 N. Node 591 Z2 K= 767,441 N./cm. Yield K= 1 N./cm. Yield Force= 1,330,958 N. Node 591 Y2 K= 767,441 N./cm. Yield K= 1 N./cm. Yield Force= 1,330,958 N. ----------------------------------------------------------------------------From 592 To 593 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 592 X2 K= 3,746 N./cm. Yield K= 1 N./cm. Yield Force= 6,496 N. Node 592 Z2 K= 617,117 N./cm. Yield K= 1 N./cm. Yield Force= 1,070,254 N. Node 592 Y2 K= 617,117 N./cm. Yield K= 1 N./cm. Yield Force= 1,070,254 N. ----------------------------------------------------------------------------From 593 To 594 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS
54 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 593 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 593 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 593 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 594 To 595 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 594 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 594 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 594 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 595 To 596 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 595 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 595 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 595 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 596 To 599 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 596 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 596 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 596 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 599 To 600 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 600 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 600 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 600 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 600 To 610 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 610 To 620 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 620 +Y Mu = .30
55 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 620 To 630 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 630 To 640 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 640 Guide ----------------------------------------------------------------------------From 640 To 641 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 640 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 640 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 640 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 641 To 642 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 641 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 641 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 641 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 642 To 643 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 642 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 642 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 642 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 643 To 644 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 643 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 643 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 643 Y2 K= 52,193 N./cm. Yield K= 1 N./cm.
56 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 90,518 N. ----------------------------------------------------------------------------From 644 To 645 DX= -2,461.074 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 644 X2 K= 1,410 N./cm. Yield K= 1 N./cm. Yield Force= 2,445 N. Node 644 Z2 K= 232,222 N./cm. Yield K= 1 N./cm. Yield Force= 402,738 N. Node 644 Y2 K= 232,222 N./cm. Yield K= 1 N./cm. Yield Force= 402,738 N. ----------------------------------------------------------------------------From 645 To 299 DX= -1,230.537 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 645 X2 K= 2,439 N./cm. Yield K= 1 N./cm. Yield Force= 4,230 N. Node 645 Z2 K= 401,811 N./cm. Yield K= 1 N./cm. Yield Force= 696,854 N. Node 645 Y2 K= 401,811 N./cm. Yield K= 1 N./cm. Yield Force= 696,854 N. ----------------------------------------------------------------------------From 299 To 280 DX= -1,230.537 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 280 X2 K= 1,219 N./cm. Yield K= 1 N./cm. Yield Force= 2,115 N. Node 280 Z2 K= 200,906 N./cm. Yield K= 1 N./cm. Yield Force= 348,427 N. Node 280 Y2 K= 200,906 N./cm. Yield K= 1 N./cm. Yield Force= 348,427 N. ----------------------------------------------------------------------------From 570 To 575 DX= .000 mm. DY= .000 mm. DZ= 525.882 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 570 Z2 K= 261 N./cm. Yield K= 1 N./cm. Yield Force= 452 N. Node 570 X2 K= 42,930 N./cm. Yield K= 1 N./cm. Yield Force= 74,452 N. Node 570 Y2 K= 42,930 N./cm. Yield K= 1 N./cm. Yield Force= 74,452 N. ----------------------------------------------------------------------------From 575 To 576 DX= .000 mm. DY= .000 mm. DZ= 525.882 mm. RESTRAINTS Node 575 Z2 K= 521 N./cm. Yield K= 1 N./cm. Yield Force= 904 N. Node 575 X2 K= 85,859 N./cm. Yield K= 1 N./cm. Yield Force= 148,904 N. Node 575 Y2 K= 85,859 N./cm. Yield K= 1 N./cm. Yield Force= 148,904 N. ----------------------------------------------------------------------------From 576 To 577 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 576 Z2 K= 387 N./cm. Yield K= 1 N./cm. Yield Force= 672 N. Node 576 X2 K= 63,807 N./cm. Yield K= 1 N./cm. Yield Force= 110,659 N. Node 576 Y2 K= 63,807 N./cm. Yield K= 1 N./cm.
57 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 110,659 N. ----------------------------------------------------------------------------From 577 To 578 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 577 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 577 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 577 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 578 To 799 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 578 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 578 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 578 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 799 To 800 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 800 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 800 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 800 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 800 To 810 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 810 To 820 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 820 +Y Mu = .30 ----------------------------------------------------------------------------From 820 To 825 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 825 To 830 DZ= 567.000 mm. Mill%(-)= .00 GENERAL
58 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 830 Guide ----------------------------------------------------------------------------From 830 To 831 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 830 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 830 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 830 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 831 To 832 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 831 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 831 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 831 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 832 To 833 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 832 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 832 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 832 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 833 To 838 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 833 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 833 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 833 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 838 To 839 DX= .000 mm. DY= .000 mm. DZ= 1,791.244 mm. RESTRAINTS Node 838 Z2 K= 1,078 N./cm. Yield K= 1 N./cm. Yield Force= 1,869 N. Node 838 X2 K= 177,541 N./cm. Yield K= 1 N./cm. Yield Force= 307,907 N. Node 838 Y2 K= 177,541 N./cm. Yield K= 1 N./cm. Yield Force= 307,907 N. ----------------------------------------------------------------------------From 839 To 841 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS
59 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 839 Z2 K= 1,078 N./cm. Yield K= 1 N./cm. Yield Force= 1,869 N. Node 839 X2 K= 177,541 N./cm. Yield K= 1 N./cm. Yield Force= 307,907 N. Node 839 Y2 K= 177,541 N./cm. Yield K= 1 N./cm. Yield Force= 307,907 N. ----------------------------------------------------------------------------From 841 To 842 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 841 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 841 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 841 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 842 To 843 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 842 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 842 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 842 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 843 To 844 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 843 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 843 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 843 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 844 To 845 DX= .000 mm. DY= .000 mm. DZ= 46.605 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 844 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 844 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 844 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 845 To 835 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 845 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 -.3827 .9239 Node 845 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 845 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------From 835 To 837 DX= .000 mm. DY= -213.794 mm. DZ= 213.794 mm. Mill%(-)= .00 GENERAL
60 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 835 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 -.7071 .7071 Node 835 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 835 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 837 To 846 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 837 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 -.7071 .7071 Node 837 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 837 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 846 To 847 DX= .000 mm. DY= -209.394 mm. DZ= 209.394 mm. RESTRAINTS Node 846 X2 K= 273 N./cm. Yield K= 1 N./cm. Yield Force= 474 N. Dir Vec= .0000 -.7071 .7071 Node 846 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Node 846 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 847 To 848 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 847 X2 K= 273 N./cm. Yield K= 1 N./cm. Yield Force= 474 N. Dir Vec= .0000 -.7071 .7071 Node 847 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Node 847 X2 K= 45,051 N./cm. Yield K= 1 N./cm. Yield Force= 78,132 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 848 To 849 DX= .000 mm. DY= -180.839 mm. DZ= 180.839 mm. RESTRAINTS Node 848 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= .0000 -.7071 .7071 Node 848 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 848 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 849 To 850 DX= .000 mm. DY= -32.955 mm. DZ= 32.955 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 849 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= .0000 -.7071 .7071
61 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 849 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 849 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= .0000 .7071 .7071 ----------------------------------------------------------------------------From 850 To 836 DX= .000 mm. DY= -35.670 mm. DZ= 86.115 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 850 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= .0000 -.3827 .9239 Node 850 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 850 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= .0000 .9239 .3827 ----------------------------------------------------------------------------From 836 To 851 DX= .000 mm. DY= .000 mm. DZ= 302.350 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 836 Z2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 836 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 836 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 851 To 852 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 851 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 851 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 851 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 852 To 853 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 852 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 852 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 852 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 853 To 854 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 853 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 853 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 853 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. -----------------------------------------------------------------------------
62 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 854 To 855 DX= .000 mm. DY= .000 mm. DZ= 3,037.049 mm. RESTRAINTS Node 854 Z2 K= 1,695 N./cm. Yield K= 1 N./cm. Yield Force= 2,939 N. Node 854 X2 K= 279,240 N./cm. Yield K= 1 N./cm. Yield Force= 484,282 N. Node 854 Y2 K= 279,240 N./cm. Yield K= 1 N./cm. Yield Force= 484,282 N. ----------------------------------------------------------------------------From 855 To 840 DX= .000 mm. DY= .000 mm. DZ= 3,037.049 mm. RESTRAINTS Node 855 Z2 K= 3,010 N./cm. Yield K= 1 N./cm. Yield Force= 5,220 N. Node 855 X2 K= 495,849 N./cm. Yield K= 1 N./cm. Yield Force= 859,942 N. Node 855 Y2 K= 495,849 N./cm. Yield K= 1 N./cm. Yield Force= 859,942 N. SIF's & TEE's Node 840 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 840 To 856 DX= .000 mm. DY= .000 mm. DZ= 15,620.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 840 Z2 K= 9,244 N./cm. Yield K= 1 N./cm. Yield Force= 16,033 N. Node 840 X2 K= 1,523,038 N./cm. Yield K= 1 N./cm. Yield Force= 2,641,376 N. Node 840 Y2 K= 1,523,038 N./cm. Yield K= 1 N./cm. Yield Force= 2,641,376 N. ----------------------------------------------------------------------------From 856 To 857 DX= .000 mm. DY= .000 mm. DZ= 15,620.000 mm. RESTRAINTS Node 856 Z2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 856 X2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 856 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 857 To 139 DX= .000 mm. DY= .000 mm. DZ= 10,486.500 mm. RESTRAINTS Node 857 Z2 K= 18,132 N./cm. Yield K= 1 N./cm. Yield Force= 31,445 N. Node 857 X2 K= 2,987,210 N./cm. Yield K= 1 N./cm. Yield Force= 5,180,662 N. Node 857 Y2 K= 2,987,210 N./cm. Yield K= 1 N./cm. Yield Force= 5,180,662 N. ----------------------------------------------------------------------------From 139 To 140 DX= .000 mm. DY= .000 mm. DZ= 10,486.500 mm. RESTRAINTS Node 140 Z2 K= 10,392 N./cm. Yield K= 1 N./cm. Yield Force= 18,023 N.
63 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 140 X2 K= 1,712,096 N./cm. Yield K= 1 N./cm. Yield Force= 2,969,257 N. Node 140 Y2 K= 1,712,096 N./cm. Yield K= 1 N./cm. Yield Force= 2,969,257 N. ----------------------------------------------------------------------------From 840 To 900 DX= 11,069.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 840 X2 K= 5,485 N./cm. Yield K= 1 N./cm. Yield Force= 9,512 N. Node 840 Z2 K= 903,600 N./cm. Yield K= 1 N./cm. Yield Force= 1,567,096 N. Node 840 Y2 K= 903,600 N./cm. Yield K= 1 N./cm. Yield Force= 1,567,096 N. SIF's & TEE's Node 900 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 900 To 901 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 900 X2 K= 13,224 N./cm. Yield K= 1 N./cm. Yield Force= 22,935 N. Node 900 Z2 K= 2,178,713 N./cm. Yield K= 1 N./cm. Yield Force= 3,778,501 N. Node 900 Y2 K= 2,178,713 N./cm. Yield K= 1 N./cm. Yield Force= 3,778,501 N. ----------------------------------------------------------------------------From 901 To 902 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 901 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 901 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 901 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 902 To 903 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 902 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 902 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 902 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. -----------------------------------------------------------------------------
64 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 903 To 904 DX= 13,300.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 903 X2 K= 14,330 N./cm. Yield K= 1 N./cm. Yield Force= 24,852 N. Node 903 Z2 K= 2,360,837 N./cm. Yield K= 1 N./cm. Yield Force= 4,094,355 N. Node 903 Y2 K= 2,360,837 N./cm. Yield K= 1 N./cm. Yield Force= 4,094,355 N. ----------------------------------------------------------------------------From 904 To 910 DX= 13,300.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 904 X2 K= 13,180 N./cm. Yield K= 1 N./cm. Yield Force= 22,858 N. Node 904 Z2 K= 2,171,447 N./cm. Yield K= 1 N./cm. Yield Force= 3,765,901 N. Node 904 Y2 K= 2,171,447 N./cm. Yield K= 1 N./cm. Yield Force= 3,765,901 N. SIF's & TEE's Node 910 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 910 To 911 DX= 1,013.232 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 910 X2 K= 7,092 N./cm. Yield K= 1 N./cm. Yield Force= 12,300 N. Node 910 Z2 K= 1,168,437 N./cm. Yield K= 1 N./cm. Yield Force= 2,026,399 N. Node 910 Y2 K= 1,168,437 N./cm. Yield K= 1 N./cm. Yield Force= 2,026,399 N. ----------------------------------------------------------------------------From 911 To 912 DX= 1,013.232 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 911 X2 K= 1,004 N./cm. Yield K= 1 N./cm. Yield Force= 1,741 N. Node 911 Z2 K= 165,427 N./cm. Yield K= 1 N./cm. Yield Force= 286,897 N. Node 911 Y2 K= 165,427 N./cm. Yield K= 1 N./cm. Yield Force= 286,897 N. ----------------------------------------------------------------------------From 912 To 913 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 912 X2 K= 629 N./cm. Yield K= 1 N./cm. Yield Force= 1,090 N. Node 912 Z2 K= 103,591 N./cm. Yield K= 1 N./cm. Yield Force= 179,656 N. Node 912 Y2 K= 103,591 N./cm. Yield K= 1 N./cm. Yield Force= 179,656 N. ----------------------------------------------------------------------------From 913 To 914 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 913 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 913 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.
65 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 72,414 N. Node 913 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 914 To 915 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 914 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 914 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 914 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 915 To 916 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 915 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 915 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 915 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 916 To 920 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 916 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 916 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 916 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 920 To 921 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 920 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 920 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 920 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 921 To 922 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 921 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 921 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 921 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.
66 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 922 To 923 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 922 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 922 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 922 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 923 To 924 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 923 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 923 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 923 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 924 To 925 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 924 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 924 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 924 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 925 To 926 DX= .000 mm. DY= .000 mm. DZ= 4,858.384 mm. RESTRAINTS Node 925 Z2 K= 3,824 N./cm. Yield K= 1 N./cm. Yield Force= 6,632 N. Node 925 X2 K= 630,002 N./cm. Yield K= 1 N./cm. Yield Force= 1,092,601 N. Node 925 Y2 K= 630,002 N./cm. Yield K= 1 N./cm. Yield Force= 1,092,601 N. ----------------------------------------------------------------------------From 926 To 930 DX= .000 mm. DY= .000 mm. DZ= 4,858.384 mm. RESTRAINTS Node 926 Z2 K= 4,815 N./cm. Yield K= 1 N./cm. Yield Force= 8,350 N. Node 926 X2 K= 793,212 N./cm. Yield K= 1 N./cm. Yield Force= 1,375,654 N. Node 926 Y2 K= 793,212 N./cm. Yield K= 1 N./cm. Yield Force= 1,375,654 N. SIF's & TEE's Node 930 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 930 To 931 DX= .000 mm. DY= .000 mm. DZ= 20,863.230 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 930 Z2 K= 12,745 N./cm. Yield K= 1 N./cm. Yield Force= 22,103 N. Node 930 X2 K= 2,099,742 N./cm. Yield K= 1 N./cm.
67 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 3,641,543 N. Node 930 Y2 K= 2,099,742 N./cm. Yield K= 1 N./cm. Yield Force= 3,641,543 N. ----------------------------------------------------------------------------From 931 To 932 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm. RESTRAINTS Node 931 Z2 K= 14,207 N./cm. Yield K= 1 N./cm. Yield Force= 24,640 N. Node 931 X2 K= 2,340,692 N./cm. Yield K= 1 N./cm. Yield Force= 4,059,419 N. Node 931 Y2 K= 2,340,692 N./cm. Yield K= 1 N./cm. Yield Force= 4,059,419 N. ----------------------------------------------------------------------------From 932 To 933 DX= .000 mm. DY= .000 mm. DZ= 5,334.539 mm. RESTRAINTS Node 932 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 932 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 932 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 933 To 934 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 933 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 933 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 933 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 934 To 935 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 934 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 934 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 934 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 935 To 936 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 935 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 935 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 935 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 936 To 937 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 936 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 936 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 936 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 937 To 938 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm.
68 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 937 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 937 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 937 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 938 To 939 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 938 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 938 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 938 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 939 To 940 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 939 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 939 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 939 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 940 To 941 DX= -352.795 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 940 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 940 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 940 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 941 To 942 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 941 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 941 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 941 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 942 To 943 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 942 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 942 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.
69 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 72,414 N. Node 942 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 943 To 944 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 943 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 943 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 943 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 944 To 945 DX= -2,704.423 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 944 X2 K= 1,530 N./cm. Yield K= 1 N./cm. Yield Force= 2,654 N. Node 944 Z2 K= 252,087 N./cm. Yield K= 1 N./cm. Yield Force= 437,190 N. Node 944 Y2 K= 252,087 N./cm. Yield K= 1 N./cm. Yield Force= 437,190 N. ----------------------------------------------------------------------------From 945 To 950 DX= -2,704.423 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 945 X2 K= 2,680 N./cm. Yield K= 1 N./cm. Yield Force= 4,648 N. Node 945 Z2 K= 441,542 N./cm. Yield K= 1 N./cm. Yield Force= 765,759 N. Node 945 Y2 K= 441,542 N./cm. Yield K= 1 N./cm. Yield Force= 765,759 N. SIF's & TEE's Node 950 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 950 To 951 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 950 X2 K= 9,080 N./cm. Yield K= 1 N./cm. Yield Force= 15,747 N. Node 950 Z2 K= 1,495,884 N./cm. Yield K= 1 N./cm. Yield Force= 2,594,284 N. Node 950 Y2 K= 1,495,884 N./cm. Yield K= 1 N./cm. Yield Force= 2,594,284 N. ----------------------------------------------------------------------------From 951 To 960 DX= -19,021.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 951 X2 K= 17,164 N./cm. Yield K= 1 N./cm. Yield Force= 29,768 N. Node 951 Z2 K= 2,827,861 N./cm. Yield K= 1 N./cm. Yield Force= 4,904,307 N. Node 951 Y2 K= 2,827,861 N./cm. Yield K= 1 N./cm. Yield Force= 4,904,307 N. SIF's & TEE's Node 960 Sif(in)= 2.300 Sif(out)= 2.300
70 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 960 To 961 DX= -21,212.531 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 960 X2 K= 19,936 N./cm. Yield K= 1 N./cm. Yield Force= 34,574 N. Node 960 Z2 K= 3,284,398 N./cm. Yield K= 1 N./cm. Yield Force= 5,696,071 N. Node 960 Y2 K= 3,284,398 N./cm. Yield K= 1 N./cm. Yield Force= 5,696,071 N. ----------------------------------------------------------------------------From 961 To 962 DX= -7,810.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 961 X2 K= 14,381 N./cm. Yield K= 1 N./cm. Yield Force= 24,940 N. Node 961 Z2 K= 2,369,207 N./cm. Yield K= 1 N./cm. Yield Force= 4,108,871 N. Node 961 Y2 K= 2,369,207 N./cm. Yield K= 1 N./cm. Yield Force= 4,108,871 N. ----------------------------------------------------------------------------From 962 To 963 DX= -5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 962 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 962 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 962 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 963 To 964 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 963 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 963 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 963 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 964 To 965 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 964 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 964 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 964 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 965 To 966 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 965 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 965 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N.
71 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 965 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 966 To 967 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 966 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 966 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 966 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 967 To 969 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 967 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 967 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 967 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 969 To 970 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 970 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 970 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 970 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 970 To 980 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 980 To 990 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 990 +Y Mu = .30 ----------------------------------------------------------------------------From 990 To 1000 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 1000 To 1010 DX= -567.000 mm. Mill%(-)= .00
72 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 1010 Guide ----------------------------------------------------------------------------From 1010 To 1011 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1010 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1010 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1010 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1011 To 1012 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1011 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1011 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1011 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1012 To 1013 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1012 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1012 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1012 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1013 To 1014 DX= -313.382 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1013 X2 K= 282 N./cm. Yield K= 1 N./cm. Yield Force= 489 N. Node 1013 Z2 K= 46,460 N./cm. Yield K= 1 N./cm. Yield Force= 80,574 N. Node 1013 Y2 K= 46,460 N./cm. Yield K= 1 N./cm. Yield Force= 80,574 N. ----------------------------------------------------------------------------From 1014 To 82 DX= -156.691 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1014 X2 K= 311 N./cm. Yield K= 1 N./cm. Yield Force= 539 N. Node 1014 Z2 K= 51,165 N./cm. Yield K= 1 N./cm. Yield Force= 88,734 N. Node 1014 Y2 K= 51,165 N./cm. Yield K= 1 N./cm. Yield Force= 88,734 N. ----------------------------------------------------------------------------From 82 To 80 DX= -156.691 mm. DY= .000 mm. DZ= .000 mm.
73 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 80 X2 K= 155 N./cm. Yield K= 1 N./cm. Yield Force= 269 N. Node 80 Z2 K= 25,582 N./cm. Yield K= 1 N./cm. Yield Force= 44,367 N. Node 80 Y2 K= 25,582 N./cm. Yield K= 1 N./cm. Yield Force= 44,367 N. ----------------------------------------------------------------------------From 440 To 446 DX= 7,467.068 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 440 X2 K= 3,700 N./cm. Yield K= 1 N./cm. Yield Force= 6,417 N. Node 440 Z2 K= 609,562 N./cm. Yield K= 1 N./cm. Yield Force= 1,057,152 N. Node 440 Y2 K= 609,562 N./cm. Yield K= 1 N./cm. Yield Force= 1,057,152 N. ----------------------------------------------------------------------------From 446 To 447 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 446 X2 K= 5,117 N./cm. Yield K= 1 N./cm. Yield Force= 8,874 N. Node 446 Z2 K= 842,958 N./cm. Yield K= 1 N./cm. Yield Force= 1,461,926 N. Node 446 Y2 K= 842,958 N./cm. Yield K= 1 N./cm. Yield Force= 1,461,926 N. ----------------------------------------------------------------------------From 447 To 448 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 447 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 447 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 447 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 448 To 449 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 448 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 448 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 448 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 449 To 451 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 449 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 449 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 449 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 451 To 1199 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 451 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.
74 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 451 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 451 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1199 To 1200 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1200 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1200 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1200 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1200 To 1210 DX= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 1210 To 1220 DX= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 1220 +Y Mu = .30 ----------------------------------------------------------------------------From 1220 To 1230 DX= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 1230 To 1240 DX= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 1240 Guide ----------------------------------------------------------------------------From 1240 To 1241 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm.
75 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 1240 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1240 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1240 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1241 To 1242 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1241 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1241 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1241 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1242 To 1243 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1242 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1242 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1242 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1243 To 1244 DX= 822.882 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1243 X2 K= 534 N./cm. Yield K= 1 N./cm. Yield Force= 927 N. Node 1243 Z2 K= 88,052 N./cm. Yield K= 1 N./cm. Yield Force= 152,707 N. Node 1243 Y2 K= 88,052 N./cm. Yield K= 1 N./cm. Yield Force= 152,707 N. ----------------------------------------------------------------------------From 1244 To 1250 DX= 822.882 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1244 X2 K= 815 N./cm. Yield K= 1 N./cm. Yield Force= 1,414 N. Node 1244 Z2 K= 134,349 N./cm. Yield K= 1 N./cm. Yield Force= 233,000 N. Node 1244 Y2 K= 134,349 N./cm. Yield K= 1 N./cm. Yield Force= 233,000 N. SIF's & TEE's Node 1250 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1250 To 1260 DX= 5,192.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1250 X2 K= 2,980 N./cm. Yield K= 1 N./cm. Yield Force= 5,169 N. Node 1250 Z2 K= 491,015 N./cm. Yield K= 1 N./cm. Yield Force= 851,558 N. Node 1250 Y2 K= 491,015 N./cm. Yield K= 1 N./cm. Yield Force= 851,558 N.
76 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING SIF's & TEE's Node 1260 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1260 To 1261 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1260 X2 K= 10,312 N./cm. Yield K= 1 N./cm. Yield Force= 17,884 N. Node 1260 Z2 K= 1,698,953 N./cm. Yield K= 1 N./cm. Yield Force= 2,946,463 N. Node 1260 Y2 K= 1,698,953 N./cm. Yield K= 1 N./cm. Yield Force= 2,946,463 N. ----------------------------------------------------------------------------From 1261 To 1262 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1261 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 1261 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 1261 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 1262 To 1263 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1262 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 1262 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 1262 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 1263 To 1264 DX= 15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1263 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 1263 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 1263 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 1264 To 1270 DX= 16,929.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1264 X2 K= 16,128 N./cm. Yield K= 1 N./cm. Yield Force= 27,970 N. Node 1264 Z2 K= 2,657,084 N./cm. Yield K= 1 N./cm. Yield Force= 4,608,132 N. Node 1264 Y2 K= 2,657,084 N./cm. Yield K= 1 N./cm. Yield Force= 4,608,132 N. SIF's & TEE's
77 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 1270 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1270 To 1280 DX= 7,432.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1270 X2 K= 12,071 N./cm. Yield K= 1 N./cm. Yield Force= 20,934 N. Node 1270 Z2 K= 1,988,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,448,914 N. Node 1270 Y2 K= 1,988,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,448,914 N. ----------------------------------------------------------------------------From 1280 To 1281 DX= 3,623.847 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1280 X2 K= 5,478 N./cm. Yield K= 1 N./cm. Yield Force= 9,501 N. Node 1280 Z2 K= 902,526 N./cm. Yield K= 1 N./cm. Yield Force= 1,565,234 N. Node 1280 Y2 K= 902,526 N./cm. Yield K= 1 N./cm. Yield Force= 1,565,234 N. ----------------------------------------------------------------------------From 1281 To 1282 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1281 X2 K= 1,986 N./cm. Yield K= 1 N./cm. Yield Force= 3,444 N. Node 1281 Z2 K= 327,143 N./cm. Yield K= 1 N./cm. Yield Force= 567,358 N. Node 1281 Y2 K= 327,143 N./cm. Yield K= 1 N./cm. Yield Force= 567,358 N. ----------------------------------------------------------------------------From 1282 To 1283 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1282 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1282 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1282 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1283 To 1284 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1283 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1283 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1283 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.
78 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 1284 To 1285 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1284 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1284 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1284 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1285 To 1286 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1285 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1285 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1285 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1286 To 1290 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1286 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 1286 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 1286 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 1290 To 1291 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1290 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1290 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1290 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1291 To 1292 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1291 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1291 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1291 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1292 To 1293 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS
79 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 1292 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1292 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1292 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1293 To 1294 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 1293 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1293 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1293 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1294 To 1295 DX= .000 mm. DY= .000 mm. DZ= 2,011.923 mm. RESTRAINTS Node 1294 Z2 K= 1,187 N./cm. Yield K= 1 N./cm. Yield Force= 2,059 N. Node 1294 X2 K= 195,556 N./cm. Yield K= 1 N./cm. Yield Force= 339,149 N. Node 1294 Y2 K= 195,556 N./cm. Yield K= 1 N./cm. Yield Force= 339,149 N. ----------------------------------------------------------------------------From 1295 To 1300 DX= .000 mm. DY= .000 mm. DZ= 2,011.923 mm. RESTRAINTS Node 1295 Z2 K= 1,994 N./cm. Yield K= 1 N./cm. Yield Force= 3,458 N. Node 1295 X2 K= 328,480 N./cm. Yield K= 1 N./cm. Yield Force= 569,677 N. Node 1295 Y2 K= 328,480 N./cm. Yield K= 1 N./cm. Yield Force= 569,677 N. ----------------------------------------------------------------------------From 1300 To 1310 DX= .000 mm. DY= .000 mm. DZ= 4,653.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1300 Z2 K= 3,302 N./cm. Yield K= 1 N./cm. Yield Force= 5,727 N. Node 1300 X2 K= 544,080 N./cm. Yield K= 1 N./cm. Yield Force= 943,588 N. Node 1300 Y2 K= 544,080 N./cm. Yield K= 1 N./cm. Yield Force= 943,588 N. SIF's & TEE's Node 1310 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1310 To 1311 DX= .000 mm. DY= .000 mm. DZ= 21,719.531 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS
80 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 1310 Z2 K= 13,067 N./cm. Yield K= 1 N./cm. Yield Force= 22,663 N. Node 1310 X2 K= 2,152,878 N./cm. Yield K= 1 N./cm. Yield Force= 3,733,697 N. Node 1310 Y2 K= 2,152,878 N./cm. Yield K= 1 N./cm. Yield Force= 3,733,697 N. ----------------------------------------------------------------------------From 1311 To 1313 DX= .000 mm. DY= .000 mm. DZ= 15,620.000 mm. RESTRAINTS Node 1311 Z2 K= 18,502 N./cm. Yield K= 1 N./cm. Yield Force= 32,087 N. Node 1311 X2 K= 3,048,151 N./cm. Yield K= 1 N./cm. Yield Force= 5,286,352 N. Node 1311 Y2 K= 3,048,151 N./cm. Yield K= 1 N./cm. Yield Force= 5,286,352 N. ----------------------------------------------------------------------------From 1313 To 1315 DX= .000 mm. DY= .000 mm. DZ= 7,810.000 mm. RESTRAINTS Node 1313 Z2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 1313 X2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 1313 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------From 1315 To 1317 DX= .000 mm. DY= .000 mm. DZ= 5,334.539 mm. RESTRAINTS Node 1315 Z2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 1315 X2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 1315 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 1317 To 1321 DX= .000 mm. DY= .000 mm. DZ= 2,859.078 mm. RESTRAINTS Node 1317 Z2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 1317 X2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 1317 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 1321 To 1322 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 1321 Z2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1321 X2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1321 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 1322 To 1323 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1322 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1322 X2 K= 52,193 N./cm. Yield K= 1 N./cm.
81 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 90,518 N. Node 1322 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1323 To 1324 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1323 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1323 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1323 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1324 To 1325 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 1324 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1324 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1324 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1325 To 1312 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 1312 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1312 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1312 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1312 To 1314 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 1314 To 1316 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 1316 +Y Mu = .30 ----------------------------------------------------------------------------From 1316 To 1318 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 1318 To 1319 DZ= 550.000 mm.
82 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 1319 Guide ----------------------------------------------------------------------------From 1319 To 1326 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1319 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1319 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1319 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1326 To 1327 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1326 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1326 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1326 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1327 To 1328 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1327 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1327 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1327 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1328 To 1329 DX= .000 mm. DY= .000 mm. DZ= 913.382 mm. RESTRAINTS Node 1328 Z2 K= 579 N./cm. Yield K= 1 N./cm. Yield Force= 1,005 N. Node 1328 X2 K= 95,440 N./cm. Yield K= 1 N./cm. Yield Force= 165,519 N. Node 1328 Y2 K= 95,440 N./cm. Yield K= 1 N./cm. Yield Force= 165,519 N. ----------------------------------------------------------------------------From 1329 To 1320 DX= .000 mm. DY= .000 mm. DZ= 913.382 mm. RESTRAINTS Node 1329 Z2 K= 905 N./cm. Yield K= 1 N./cm. Yield Force= 1,570 N. Node 1329 X2 K= 149,125 N./cm. Yield K= 1 N./cm. Yield Force= 258,625 N. Node 1329 Y2 K= 149,125 N./cm. Yield K= 1 N./cm. Yield Force= 258,625 N. -----------------------------------------------------------------------------
83 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 1320 To 1331 DX= .000 mm. DY= .000 mm. DZ= 970.500 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1320 Z2 K= 1,414 N./cm. Yield K= 1 N./cm. Yield Force= 2,453 N. Node 1320 X2 K= 233,013 N./cm. Yield K= 1 N./cm. Yield Force= 404,110 N. Node 1320 Y2 K= 233,013 N./cm. Yield K= 1 N./cm. Yield Force= 404,110 N. ----------------------------------------------------------------------------From 1331 To 1330 DX= .000 mm. DY= .000 mm. DZ= 970.500 mm. RESTRAINTS Node 1330 Z2 K= 962 N./cm. Yield K= 1 N./cm. Yield Force= 1,668 N. Node 1330 X2 K= 158,450 N./cm. Yield K= 1 N./cm. Yield Force= 274,797 N. Node 1330 Y2 K= 158,450 N./cm. Yield K= 1 N./cm. Yield Force= 274,797 N. SIF's & TEE's Node 1330 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1330 To 1332 DX= -2,091.924 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1330 X2 K= 1,037 N./cm. Yield K= 1 N./cm. Yield Force= 1,798 N. Node 1330 Z2 K= 170,771 N./cm. Yield K= 1 N./cm. Yield Force= 296,165 N. Node 1330 Y2 K= 170,771 N./cm. Yield K= 1 N./cm. Yield Force= 296,165 N. ----------------------------------------------------------------------------From 1332 To 1333 DX= -2,091.924 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1332 X2 K= 2,073 N./cm. Yield K= 1 N./cm. Yield Force= 3,595 N. Node 1332 Z2 K= 341,542 N./cm. Yield K= 1 N./cm. Yield Force= 592,329 N. Node 1332 Y2 K= 341,542 N./cm. Yield K= 1 N./cm. Yield Force= 592,329 N. ----------------------------------------------------------------------------From 1333 To 1334 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1333 X2 K= 1,227 N./cm. Yield K= 1 N./cm. Yield Force= 2,127 N. Node 1333 Z2 K= 202,087 N./cm. Yield K= 1 N./cm. Yield Force= 350,475 N. Node 1333 Y2 K= 202,087 N./cm. Yield K= 1 N./cm. Yield Force= 350,475 N. -----------------------------------------------------------------------------
84 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 1334 To 1335 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1334 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1334 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1334 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1335 To 1336 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1335 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1335 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1335 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1336 To 1337 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1336 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1336 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1336 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1337 To 1338 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1337 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1337 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1337 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1338 To 1340 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1338 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 1338 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 1338 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 1340 To 1341 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1340 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N.
85 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 1340 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1340 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1341 To 1351 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1341 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1341 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1341 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1351 To 1352 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1351 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1351 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1351 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1352 To 1353 DX= .000 mm. DY= .000 mm. DZ= 333.229 mm. RESTRAINTS Node 1352 Z2 K= 292 N./cm. Yield K= 1 N./cm. Yield Force= 506 N. Node 1352 X2 K= 48,080 N./cm. Yield K= 1 N./cm. Yield Force= 83,384 N. Node 1352 Y2 K= 48,080 N./cm. Yield K= 1 N./cm. Yield Force= 83,384 N. ----------------------------------------------------------------------------From 1353 To 1354 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1353 Z2 K= 292 N./cm. Yield K= 1 N./cm. Yield Force= 506 N. Node 1353 X2 K= 48,080 N./cm. Yield K= 1 N./cm. Yield Force= 83,384 N. Node 1353 Y2 K= 48,080 N./cm. Yield K= 1 N./cm. Yield Force= 83,384 N. ----------------------------------------------------------------------------From 1354 To 1355 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1354 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1354 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1354 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1355 To 1356 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 1355 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1355 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1355 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1356 To 1342 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm.
86 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 1342 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1342 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1342 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1342 To 1343 DZ= 567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 1343 To 1344 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 1344 +Y ----------------------------------------------------------------------------From 1344 To 1345 DZ= 133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 1345 To 1346 DZ= 550.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS Node 1346 Guide ----------------------------------------------------------------------------From 1346 To 1357 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1346 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1346 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1346 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N.
87 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 1357 To 1358 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1357 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1357 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1357 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1358 To 1347 DX= .000 mm. DY= .000 mm. DZ= 290.510 mm. RESTRAINTS Node 1358 Z2 K= 271 N./cm. Yield K= 1 N./cm. Yield Force= 469 N. Node 1358 X2 K= 44,593 N./cm. Yield K= 1 N./cm. Yield Force= 77,336 N. Node 1358 Y2 K= 44,593 N./cm. Yield K= 1 N./cm. Yield Force= 77,336 N. SIF's & TEE's Node 1347 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1347 To 1348 DX= .000 mm. DY= .000 mm. DZ= 722.732 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1347 Z2 K= 502 N./cm. Yield K= 1 N./cm. Yield Force= 871 N. Node 1347 X2 K= 82,714 N./cm. Yield K= 1 N./cm. Yield Force= 143,450 N. Node 1347 Y2 K= 82,714 N./cm. Yield K= 1 N./cm. Yield Force= 143,450 N. ----------------------------------------------------------------------------From 1348 To 1349 DX= .000 mm. DY= .000 mm. DZ= 722.732 mm. RESTRAINTS Node 1348 Z2 K= 716 N./cm. Yield K= 1 N./cm. Yield Force= 1,242 N. Node 1348 X2 K= 117,998 N./cm. Yield K= 1 N./cm. Yield Force= 204,642 N. Node 1348 Y2 K= 117,998 N./cm. Yield K= 1 N./cm. Yield Force= 204,642 N. ----------------------------------------------------------------------------From 1349 To 1359 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1349 Z2 K= 485 N./cm. Yield K= 1 N./cm. Yield Force= 841 N. Node 1349 X2 K= 79,876 N./cm. Yield K= 1 N./cm. Yield Force= 138,528 N. Node 1349 Y2 K= 79,876 N./cm. Yield K= 1 N./cm. Yield Force= 138,528 N. ----------------------------------------------------------------------------From 1359 To 1361 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1359 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1359 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.
88 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 1359 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1361 To 1362 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1361 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1361 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1361 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1362 To 1363 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1362 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1362 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1362 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1363 To 1350 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1363 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 1363 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 1363 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 1350 To 1364 DX= -352.795 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1350 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1350 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1350 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1364 To 1365 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1364 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1364 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1364 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. -----------------------------------------------------------------------------
89 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 1365 To 1366 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1365 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1365 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1365 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1366 To 1367 DX= -515.732 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1366 X2 K= 382 N./cm. Yield K= 1 N./cm. Yield Force= 663 N. Node 1366 Z2 K= 62,978 N./cm. Yield K= 1 N./cm. Yield Force= 109,222 N. Node 1366 Y2 K= 62,978 N./cm. Yield K= 1 N./cm. Yield Force= 109,222 N. ----------------------------------------------------------------------------From 1367 To 1360 DX= -515.732 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1367 X2 K= 511 N./cm. Yield K= 1 N./cm. Yield Force= 886 N. Node 1367 Z2 K= 84,202 N./cm. Yield K= 1 N./cm. Yield Force= 146,030 N. Node 1367 Y2 K= 84,202 N./cm. Yield K= 1 N./cm. Yield Force= 146,030 N. SIF's & TEE's Node 1360 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1360 To 1370 DX= -5,913.000 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1360 X2 K= 3,185 N./cm. Yield K= 1 N./cm. Yield Force= 5,524 N. Node 1360 Z2 K= 524,799 N./cm. Yield K= 1 N./cm. Yield Force= 910,149 N. Node 1360 Y2 K= 524,799 N./cm. Yield K= 1 N./cm. Yield Force= 910,149 N. ----------------------------------------------------------------------------From 1370 To 1371 DX= -2,527.048 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1370 X2 K= 4,182 N./cm. Yield K= 1 N./cm. Yield Force= 7,253 N. Node 1370 Z2 K= 688,990 N./cm. Yield K= 1 N./cm. Yield Force= 1,194,902 N. Node 1370 Y2 K= 688,990 N./cm. Yield K= 1 N./cm. Yield Force= 1,194,902 N. -----------------------------------------------------------------------------
90 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 1371 To 1372 DX= -2,527.048 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1371 X2 K= 2,504 N./cm. Yield K= 1 N./cm. Yield Force= 4,343 N. Node 1371 Z2 K= 412,583 N./cm. Yield K= 1 N./cm. Yield Force= 715,535 N. Node 1371 Y2 K= 412,583 N./cm. Yield K= 1 N./cm. Yield Force= 715,535 N. ----------------------------------------------------------------------------From 1372 To 1373 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1372 X2 K= 1,442 N./cm. Yield K= 1 N./cm. Yield Force= 2,501 N. Node 1372 Z2 K= 237,607 N./cm. Yield K= 1 N./cm. Yield Force= 412,078 N. Node 1372 Y2 K= 237,607 N./cm. Yield K= 1 N./cm. Yield Force= 412,078 N. ----------------------------------------------------------------------------From 1373 To 1374 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1373 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1373 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1373 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1374 To 1379 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1374 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1374 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1374 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1379 To 1381 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1379 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1379 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1379 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1381 To 1382 DX= -46.605 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 1381 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 1381 Z2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 1381 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 1382 To 1375 DX= -86.115 mm. DY= -35.670 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS
91 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 1382 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= -.9239 -.3827 .0000 Node 1382 Z2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 1382 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= -.3827 .9239 .0000 ----------------------------------------------------------------------------From 1375 To 1377 DX= -213.794 mm. DY= -213.794 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1375 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= -.7071 -.7071 .0000 Node 1375 Z2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 1375 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------From 1377 To 1378 DX= -180.839 mm. DY= -180.839 mm. DZ= .000 mm. RESTRAINTS Node 1377 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= -.7071 -.7071 .0000 Node 1377 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1377 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------From 1378 To 1383 DX= -239.394 mm. DY= -239.394 mm. DZ= .000 mm. RESTRAINTS Node 1378 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= -.7071 -.7071 .0000 Node 1378 Z2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 1378 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------From 1383 To 1384 DX= -180.839 mm. DY= -180.839 mm. DZ= .000 mm. RESTRAINTS Node 1383 X2 K= 294 N./cm. Yield K= 1 N./cm. Yield Force= 511 N. Dir Vec= -.7071 -.7071 .0000 Node 1383 Z2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Node 1383 X2 K= 48,515 N./cm. Yield K= 1 N./cm. Yield Force= 84,138 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------From 1384 To 1385 DX= -180.839 mm. DY= -180.839 mm. DZ= .000 mm. RESTRAINTS Node 1384 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Dir Vec= -.7071 -.7071 .0000 Node 1384 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.
92 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 72,414 N. Node 1384 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------From 1385 To 1386 DX= -32.955 mm. DY= -32.955 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 1385 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Dir Vec= -.7071 -.7071 .0000 Node 1385 Z2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 1385 X2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Dir Vec= -.7071 .7071 .0000 ----------------------------------------------------------------------------From 1386 To 1376 DX= -86.115 mm. DY= -35.670 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 22.500 RESTRAINTS Node 1386 X2 K= 91 N./cm. Yield K= 1 N./cm. Yield Force= 158 N. Dir Vec= -.9239 -.3827 .0000 Node 1386 Z2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Node 1386 X2 K= 15,022 N./cm. Yield K= 1 N./cm. Yield Force= 26,052 N. Dir Vec= -.3827 .9239 .0000 ----------------------------------------------------------------------------From 1376 To 1387 DX= -302.350 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1376 X2 K= 172 N./cm. Yield K= 1 N./cm. Yield Force= 299 N. Node 1376 Z2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. Node 1376 Y2 K= 28,388 N./cm. Yield K= 1 N./cm. Yield Force= 49,233 N. ----------------------------------------------------------------------------From 1387 To 1388 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1387 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1387 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1387 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1388 To 1389 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1388 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1388 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1388 Y2 K= 41,755 N./cm. Yield K= 1 N./cm.
93 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1389 To 1391 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1389 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1389 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1389 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1391 To 1392 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1391 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1391 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1391 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 1392 To 1393 DX= -5,334.539 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1392 X2 K= 4,060 N./cm. Yield K= 1 N./cm. Yield Force= 7,041 N. Node 1392 Z2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. Node 1392 Y2 K= 668,873 N./cm. Yield K= 1 N./cm. Yield Force= 1,160,013 N. ----------------------------------------------------------------------------From 1393 To 1394 DX= -7,810.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1393 X2 K= 6,513 N./cm. Yield K= 1 N./cm. Yield Force= 11,295 N. Node 1393 Z2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. Node 1393 Y2 K= 1,073,033 N./cm. Yield K= 1 N./cm. Yield Force= 1,860,941 N. ----------------------------------------------------------------------------From 1394 To 1395 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1394 X2 K= 11,609 N./cm. Yield K= 1 N./cm. Yield Force= 20,134 N. Node 1394 Z2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. Node 1394 Y2 K= 1,912,670 N./cm. Yield K= 1 N./cm. Yield Force= 3,317,107 N. ----------------------------------------------------------------------------From 1395 To 1396 DX= -15,620.000 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1395 X2 K= 15,479 N./cm. Yield K= 1 N./cm. Yield Force= 26,845 N. Node 1395 Z2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. Node 1395 Y2 K= 2,550,226 N./cm. Yield K= 1 N./cm. Yield Force= 4,422,810 N. ----------------------------------------------------------------------------From 1396 To 1397 DX= -11,869.742 mm. DY= .000 mm. DZ= .000 mm.
94 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 1396 X2 K= 13,621 N./cm. Yield K= 1 N./cm. Yield Force= 23,623 N. Node 1396 Z2 K= 2,244,080 N./cm. Yield K= 1 N./cm. Yield Force= 3,891,866 N. Node 1396 Y2 K= 2,244,080 N./cm. Yield K= 1 N./cm. Yield Force= 3,891,866 N. ----------------------------------------------------------------------------From 1397 To 1380 DX= -11,869.742 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1397 X2 K= 11,763 N./cm. Yield K= 1 N./cm. Yield Force= 20,400 N. Node 1397 Z2 K= 1,937,934 N./cm. Yield K= 1 N./cm. Yield Force= 3,360,923 N. Node 1397 Y2 K= 1,937,934 N./cm. Yield K= 1 N./cm. Yield Force= 3,360,923 N. SIF's & TEE's Node 1380 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1380 To 1398 DX= -2,929.147 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1380 X2 K= 7,333 N./cm. Yield K= 1 N./cm. Yield Force= 12,717 N. Node 1380 Z2 K= 1,208,083 N./cm. Yield K= 1 N./cm. Yield Force= 2,095,156 N. Node 1380 Y2 K= 1,208,083 N./cm. Yield K= 1 N./cm. Yield Force= 2,095,156 N. ----------------------------------------------------------------------------From 1398 To 1399 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1398 X2 K= 1,641 N./cm. Yield K= 1 N./cm. Yield Force= 2,847 N. Node 1398 Z2 K= 270,432 N./cm. Yield K= 1 N./cm. Yield Force= 469,005 N. Node 1398 Y2 K= 270,432 N./cm. Yield K= 1 N./cm. Yield Force= 469,005 N. ----------------------------------------------------------------------------From 1399 To 1401 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1399 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1399 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1399 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1401 To 1402 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1401 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1401 Z2 K= 41,755 N./cm. Yield K= 1 N./cm.
95 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 72,414 N. Node 1401 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1402 To 1403 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1402 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1402 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1402 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1403 To 1390 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1390 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1390 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1390 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. SIF's & TEE's Node 1390 Sif(in)= 2.300 Sif(out)= 2.300 ----------------------------------------------------------------------------From 1390 To 1400 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. ----------------------------------------------------------------------------From 1400 To 1410 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. RESTRAINTS Node 1410 +Y Mu = .30 ----------------------------------------------------------------------------From 1410 To 1420 DX= -133.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 40.00 N. ----------------------------------------------------------------------------From 1420 To 1430 DX= -567.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RESTRAINTS
96 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 1430 Guide ----------------------------------------------------------------------------From 1430 To 1431 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1430 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1430 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1430 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1431 To 1432 DX= -451.210 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1431 X2 K= 350 N./cm. Yield K= 1 N./cm. Yield Force= 608 N. Node 1431 Z2 K= 57,711 N./cm. Yield K= 1 N./cm. Yield Force= 100,087 N. Node 1431 Y2 K= 57,711 N./cm. Yield K= 1 N./cm. Yield Force= 100,087 N. ----------------------------------------------------------------------------From 1432 To 1433 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1432 X2 K= 350 N./cm. Yield K= 1 N./cm. Yield Force= 608 N. Node 1432 Z2 K= 57,711 N./cm. Yield K= 1 N./cm. Yield Force= 100,087 N. Node 1432 Y2 K= 57,711 N./cm. Yield K= 1 N./cm. Yield Force= 100,087 N. ----------------------------------------------------------------------------From 1433 To 1434 DX= -97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1433 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1433 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1433 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1434 To 1440 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1434 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 1434 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 1434 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 1440 To 1441 DX= .000 mm. DY= .000 mm. DZ= -352.795 mm.
97 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1440 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1440 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1440 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1441 To 1442 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1441 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1441 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1441 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1442 To 1443 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1442 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1442 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1442 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1443 To 1444 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 1443 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1443 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1443 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1444 To 1445 DX= .000 mm. DY= .000 mm. DZ= -619.694 mm. RESTRAINTS Node 1444 Z2 K= 497 N./cm. Yield K= 1 N./cm. Yield Force= 862 N. Node 1444 X2 K= 81,904 N./cm. Yield K= 1 N./cm. Yield Force= 142,044 N. Node 1444 Y2 K= 81,904 N./cm. Yield K= 1 N./cm. Yield Force= 142,044 N. ----------------------------------------------------------------------------From 1445 To 1446 DX= .000 mm. DY= .000 mm. DZ= -383.618 mm. RESTRAINTS Node 1445 Z2 K= 497 N./cm. Yield K= 1 N./cm. Yield Force= 862 N. Node 1445 X2 K= 81,904 N./cm. Yield K= 1 N./cm. Yield Force= 142,044 N. Node 1445 Y2 K= 81,904 N./cm. Yield K= 1 N./cm. Yield Force= 142,044 N. ----------------------------------------------------------------------------From 1446 To 1447 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm.
98 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 1446 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1446 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1446 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1447 To 1448 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1447 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1447 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1447 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1448 To 1449 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1448 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1448 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1448 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1449 To 1451 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 1449 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1449 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1449 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1451 To 1450 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 1451 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 1451 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 1451 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 1450 To 1452 DX= -352.795 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1450 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1450 Z2 K= 35,899 N./cm. Yield K= 1 N./cm.
99 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 62,260 N. Node 1450 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1452 To 1453 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1452 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1452 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1452 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1453 To 1454 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1453 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1453 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1453 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1454 To 1455 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1454 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1454 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1454 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1455 To 1456 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1455 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1455 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1455 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 1456 To 1457 DX= -4,131.384 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1456 X2 K= 3,464 N./cm. Yield K= 1 N./cm. Yield Force= 6,007 N. Node 1456 Z2 K= 570,655 N./cm. Yield K= 1 N./cm. Yield Force= 989,676 N. Node 1456 Y2 K= 570,655 N./cm. Yield K= 1 N./cm. Yield Force= 989,676 N. ----------------------------------------------------------------------------From 1457 To 538 DX= -2,065.692 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1457 X2 K= 4,094 N./cm. Yield K= 1 N./cm. Yield Force= 7,100 N. Node 1457 Z2 K= 674,518 N./cm. Yield K= 1 N./cm. Yield Force= 1,169,803 N. Node 1457 Y2 K= 674,518 N./cm. Yield K= 1 N./cm. Yield Force= 1,169,803 N. ----------------------------------------------------------------------------From 538 To 490 DX= -2,065.692 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS
100 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 490 X2 K= 2,047 N./cm. Yield K= 1 N./cm. Yield Force= 3,550 N. Node 490 Z2 K= 337,259 N./cm. Yield K= 1 N./cm. Yield Force= 584,902 N. Node 490 Y2 K= 337,259 N./cm. Yield K= 1 N./cm. Yield Force= 584,902 N. ----------------------------------------------------------------------------From 145 To 166 DX= .000 mm. DY= .000 mm. DZ= -281.955 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 145 Z2 K= 140 N./cm. Yield K= 1 N./cm. Yield Force= 242 N. Node 145 X2 K= 23,017 N./cm. Yield K= 1 N./cm. Yield Force= 39,918 N. Node 145 Y2 K= 23,017 N./cm. Yield K= 1 N./cm. Yield Force= 39,918 N. ----------------------------------------------------------------------------From 166 To 167 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 166 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 166 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 166 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------From 167 To 168 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 167 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 167 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 167 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 168 To 2145 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 168 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 168 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 168 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 2145 To 2154 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm.
101 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 2145 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 2145 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 2145 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------From 2154 To 2155 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 2155 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 2155 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 2155 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 2155 To 2165 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 2165 +Y ----------------------------------------------------------------------------From 210 To 214 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 210 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 210 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 210 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 214 To 215 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 214 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 214 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 214 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 215 To 216 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 215 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 215 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.
102 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 215 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 216 To 217 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 216 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 216 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 216 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 217 To 218 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 217 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 217 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 217 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 218 To 221 DX= -3,223.138 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 218 X2 K= 3,014 N./cm. Yield K= 1 N./cm. Yield Force= 5,227 N. Node 218 Z2 K= 496,512 N./cm. Yield K= 1 N./cm. Yield Force= 861,091 N. Node 218 Y2 K= 496,512 N./cm. Yield K= 1 N./cm. Yield Force= 861,091 N. ----------------------------------------------------------------------------From 221 To 222 DX= -2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 221 X2 K= 3,014 N./cm. Yield K= 1 N./cm. Yield Force= 5,227 N. Node 221 Z2 K= 496,512 N./cm. Yield K= 1 N./cm. Yield Force= 861,091 N. Node 221 Y2 K= 496,512 N./cm. Yield K= 1 N./cm. Yield Force= 861,091 N. ----------------------------------------------------------------------------From 222 To 223 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 222 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 222 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 222 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 223 To 224 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 223 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 223 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 223 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 224 To 225 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 224 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N.
103 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 224 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 224 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 225 To 2209 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 225 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 225 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 225 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 2209 To 2210 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 2210 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 2210 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 2210 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 2210 To 2220 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 2220 +Y ----------------------------------------------------------------------------From 270 To 301 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 270 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 270 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 270 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 301 To 302 DX= -260.510 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 301 X2 K= 256 N./cm. Yield K= 1 N./cm. Yield Force= 444 N. Node 301 Z2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. Node 301 Y2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. ----------------------------------------------------------------------------From 302 To 3269 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm.
104 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 302 X2 K= 256 N./cm. Yield K= 1 N./cm. Yield Force= 444 N. Node 302 Z2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. Node 302 Y2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. ----------------------------------------------------------------------------From 3269 To 3270 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 3270 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 3270 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 3270 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 3270 To 3280 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 3280 +Y ----------------------------------------------------------------------------From 350 To 419 DX= 268.850 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 350 X2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 350 Z2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 350 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------From 419 To 421 DX= 268.850 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 419 X2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 419 Z2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 419 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------From 421 To 422 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 421 X2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 421 Z2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N.
105 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 421 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------From 422 To 3350 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 422 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 422 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 422 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 3350 To 3359 DX= .000 mm. DY= .000 mm. DZ= 248.375 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 3350 Z2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 3350 X2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 3350 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------From 3359 To 3360 DX= .000 mm. DY= .000 mm. DZ= 248.375 mm. RESTRAINTS Node 3360 Z2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 3360 X2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 3360 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 3360 To 3370 DZ= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 3370 +Y ----------------------------------------------------------------------------From 370 To 423 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS
106 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 370 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 370 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 370 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------From 423 To 424 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. RESTRAINTS Node 423 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 423 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 423 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------From 424 To 425 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 424 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 424 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 424 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------From 425 To 4370 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 425 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 425 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 425 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 4370 To 4379 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 4370 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 4370 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 4370 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------From 4379 To 4380 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 4380 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 4380 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N.
107 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 4380 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 4380 To 4390 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 4390 +Y ----------------------------------------------------------------------------From 580 To 581 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 580 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 580 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 580 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 581 To 582 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 581 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 581 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 581 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 582 To 583 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 582 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 582 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 582 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 583 To 584 DX= .000 mm. DY= .000 mm. DZ= 112.529 mm. RESTRAINTS Node 583 Z2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 583 X2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 583 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------From 584 To 585 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 584 Z2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.
108 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 584 X2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 584 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------From 585 To 586 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 585 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 585 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 585 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 586 To 4579 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 586 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 586 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 586 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 4579 To 4580 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 4580 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 4580 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 4580 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 4580 To 4590 DZ= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 4590 +Y ----------------------------------------------------------------------------From 590 To 597 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 590 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 590 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 590 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------From 597 To 598 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm.
109 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 597 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 597 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 597 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------From 598 To 601 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 598 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 598 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 598 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------From 601 To 5590 DX= -137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 601 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 .7071 Node 601 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 -.7071 Node 601 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 5590 To 5599 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 5590 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 5590 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 5590 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------From 5599 To 5600 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 5600 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 5600 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 5600 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 5600 To 5610 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP)
110 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 5610 +Y ----------------------------------------------------------------------------From 900 To 905 DX= .000 mm. DY= .000 mm. DZ= -487.700 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 900 Z2 K= 242 N./cm. Yield K= 1 N./cm. Yield Force= 419 N. Node 900 X2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. Node 900 Y2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. ----------------------------------------------------------------------------From 905 To 906 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 905 Z2 K= 333 N./cm. Yield K= 1 N./cm. Yield Force= 577 N. Node 905 X2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. Node 905 Y2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. ----------------------------------------------------------------------------From 906 To 6900 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 906 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 906 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 906 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 6900 To 6909 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 6900 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 6900 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 6900 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N.
111 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 6909 To 6910 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 6910 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 6910 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 6910 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 6910 To 6920 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 6920 +Y ----------------------------------------------------------------------------From 910 To 917 DX= .000 mm. DY= .000 mm. DZ= -487.700 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 910 Z2 K= 242 N./cm. Yield K= 1 N./cm. Yield Force= 419 N. Node 910 X2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. Node 910 Y2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. ----------------------------------------------------------------------------From 917 To 918 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 917 Z2 K= 333 N./cm. Yield K= 1 N./cm. Yield Force= 577 N. Node 917 X2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. Node 917 Y2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. ----------------------------------------------------------------------------From 918 To 7910 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 918 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 918 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 918 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. -----------------------------------------------------------------------------
112 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 7910 To 7919 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 7910 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 7910 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 7910 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------From 7919 To 7920 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 7920 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 7920 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 7920 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 7920 To 7930 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 7930 +Y ----------------------------------------------------------------------------From 930 To 946 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 930 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 930 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 930 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 946 To 947 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 946 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 946 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 946 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. -----------------------------------------------------------------------------
113 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 947 To 948 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 947 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 947 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 947 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 948 To 949 DX= -112.529 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 948 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 948 Z2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 948 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------From 949 To 952 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 949 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 949 Z2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 949 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------From 952 To 953 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 952 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 952 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 952 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 953 To 8929 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 953 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 953 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 953 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 8929 To 8930 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 8930 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 8930 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 8930 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 8930 To 8940 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm.
114 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RIGID Weight= 80.00 N. RESTRAINTS Node 8940 +Y ----------------------------------------------------------------------------From 950 To 954 DX= .000 mm. DY= .000 mm. DZ= -268.850 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 950 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 950 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 950 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------From 954 To 955 DX= .000 mm. DY= .000 mm. DZ= -268.850 mm. RESTRAINTS Node 954 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 954 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 954 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------From 955 To 956 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 955 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 955 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 955 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------From 956 To 9950 DX= -137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 956 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= -.7071 .0000 -.7071 Node 956 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 -.7071 Node 956 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 9950 To 9959 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm.
115 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 9950 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 9950 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 9950 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------From 9959 To 9960 DX= -248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 9960 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 9960 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 9960 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 9960 To 9970 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 9970 +Y ----------------------------------------------------------------------------From 960 To 968 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 960 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 960 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 960 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 968 To 971 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 968 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 968 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 968 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 971 To 972 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 971 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 971 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 971 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N.
116 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 972 To 973 DX= .000 mm. DY= .000 mm. DZ= -112.529 mm. RESTRAINTS Node 972 Z2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 972 X2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 972 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------From 973 To 974 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 973 Z2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Node 973 X2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. Node 973 Y2 K= 30,063 N./cm. Yield K= 1 N./cm. Yield Force= 52,139 N. ----------------------------------------------------------------------------From 974 To 975 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 974 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 974 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 974 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 975 To 10959 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 975 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 975 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 975 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 10959 To 10960 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 10960 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 10960 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 10960 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 10960 To 10970 DZ= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 10970 +Y ----------------------------------------------------------------------------From 1250 To 1251 DX= .000 mm. DY= .000 mm. DZ= -268.850 mm. Mill%(-)= .00 GENERAL
117 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1250 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 1250 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 1250 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------From 1251 To 1252 DX= .000 mm. DY= .000 mm. DZ= -268.850 mm. RESTRAINTS Node 1251 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 1251 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 1251 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------From 1252 To 1253 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1252 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 1252 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 1252 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------From 1253 To 11250 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1253 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 -.7071 Node 1253 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071 Node 1253 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 11250 To 11259 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 11250 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 11250 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 11250 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. -----------------------------------------------------------------------------
118 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING From 11259 To 11260 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 11260 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 11260 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 11260 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 11260 To 11270 DX= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 11270 +Y ----------------------------------------------------------------------------From 1260 To 1265 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1260 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1260 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1260 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1265 To 1266 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1265 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1265 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1265 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1266 To 1267 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1266 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1266 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1266 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1267 To 1268 DX= .000 mm. DY= .000 mm. DZ= 429.765 mm. RESTRAINTS Node 1267 Z2 K= 340 N./cm. Yield K= 1 N./cm. Yield Force= 589 N. Node 1267 X2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. Node 1267 Y2 K= 55,960 N./cm. Yield K= 1 N./cm.
119 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 97,051 N. ----------------------------------------------------------------------------From 1268 To 1269 DX= .000 mm. DY= .000 mm. DZ= 429.765 mm. RESTRAINTS Node 1268 Z2 K= 426 N./cm. Yield K= 1 N./cm. Yield Force= 739 N. Node 1268 X2 K= 70,166 N./cm. Yield K= 1 N./cm. Yield Force= 121,688 N. Node 1268 Y2 K= 70,166 N./cm. Yield K= 1 N./cm. Yield Force= 121,688 N. ----------------------------------------------------------------------------From 1269 To 1271 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1269 Z2 K= 340 N./cm. Yield K= 1 N./cm. Yield Force= 589 N. Node 1269 X2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. Node 1269 Y2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. ----------------------------------------------------------------------------From 1271 To 1272 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 1271 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1271 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1271 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1272 To 12259 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 1272 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1272 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1272 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 12259 To 12260 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 12260 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 12260 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 12260 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 12260 To 12270 DZ= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 12270 +Y ----------------------------------------------------------------------------From 1270 To 1273 DX= .000 mm. DY= .000 mm. DZ= -487.700 mm. Mill%(-)= .00
120 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1270 Z2 K= 242 N./cm. Yield K= 1 N./cm. Yield Force= 419 N. Node 1270 X2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. Node 1270 Y2 K= 39,813 N./cm. Yield K= 1 N./cm. Yield Force= 69,046 N. ----------------------------------------------------------------------------From 1273 To 1274 DX= .000 mm. DY= .000 mm. DZ= -97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1273 Z2 K= 333 N./cm. Yield K= 1 N./cm. Yield Force= 577 N. Node 1273 X2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. Node 1273 Y2 K= 54,835 N./cm. Yield K= 1 N./cm. Yield Force= 95,099 N. ----------------------------------------------------------------------------From 1274 To 13270 DX= 137.250 mm. DY= .000 mm. DZ= -137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1274 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 -.7071 Node 1274 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= .7071 .0000 .7071 Node 1274 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 13270 To 13279 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 13270 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 13270 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 13270 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. ----------------------------------------------------------------------------From 13279 To 13280 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 13280 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 13280 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 13280 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N.
121 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 13280 To 13290 DX= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 13290 +Y ----------------------------------------------------------------------------From 1310 To 1339 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1310 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1310 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1310 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1339 To 1368 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1339 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1339 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1339 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1368 To 1369 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1368 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1368 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1368 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1369 To 1404 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1369 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1369 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1369 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1404 To 1405 DX= -2,686.294 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1404 X2 K= 1,521 N./cm. Yield K= 1 N./cm. Yield Force= 2,638 N. Node 1404 Z2 K= 250,607 N./cm. Yield K= 1 N./cm. Yield Force= 434,623 N.
122 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 1404 Y2 K= 250,607 N./cm. Yield K= 1 N./cm. Yield Force= 434,623 N. ----------------------------------------------------------------------------From 1405 To 1406 DX= -383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1405 X2 K= 1,521 N./cm. Yield K= 1 N./cm. Yield Force= 2,638 N. Node 1405 Z2 K= 250,607 N./cm. Yield K= 1 N./cm. Yield Force= 434,623 N. Node 1405 Y2 K= 250,607 N./cm. Yield K= 1 N./cm. Yield Force= 434,623 N. ----------------------------------------------------------------------------From 1406 To 1407 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1406 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1406 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1406 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1407 To 1408 DX= -255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1407 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1407 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1407 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1408 To 14309 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1408 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1408 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1408 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 14309 To 14310 DX= -127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 14310 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 14310 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 14310 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 14310 To 14320 DX= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 14320 +Y ----------------------------------------------------------------------------From 1330 To 1409 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm.
123 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1330 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1330 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1330 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1409 To 1411 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1409 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1409 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1409 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1411 To 1412 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1411 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1411 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1411 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1412 To 1413 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1412 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1412 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1412 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1413 To 1414 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1413 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1413 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1413 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 1414 To 1415 DX= 2,523.838 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1414 X2 K= 2,667 N./cm. Yield K= 1 N./cm. Yield Force= 4,626 N. Node 1414 Z2 K= 439,426 N./cm. Yield K= 1 N./cm. Yield Force= 762,088 N. Node 1414 Y2 K= 439,426 N./cm. Yield K= 1 N./cm. Yield Force= 762,088 N. ----------------------------------------------------------------------------From 1415 To 1416 DX= 2,859.078 mm. DY= .000 mm. DZ= .000 mm.
124 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING RESTRAINTS Node 1415 X2 K= 2,667 N./cm. Yield K= 1 N./cm. Yield Force= 4,626 N. Node 1415 Z2 K= 439,426 N./cm. Yield K= 1 N./cm. Yield Force= 762,088 N. Node 1415 Y2 K= 439,426 N./cm. Yield K= 1 N./cm. Yield Force= 762,088 N. ----------------------------------------------------------------------------From 1416 To 1417 DX= 383.618 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1416 X2 K= 1,607 N./cm. Yield K= 1 N./cm. Yield Force= 2,787 N. Node 1416 Z2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. Node 1416 Y2 K= 264,712 N./cm. Yield K= 1 N./cm. Yield Force= 459,085 N. ----------------------------------------------------------------------------From 1417 To 1418 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1417 X2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 1417 Z2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 1417 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 1418 To 1419 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1418 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1418 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1418 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1419 To 1421 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1419 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1419 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1419 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1421 To 1422 DX= 97.050 mm. DY= .000 mm. DZ= .000 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 1421 X2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 1421 Z2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 1421 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 1422 To 15320 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 RESTRAINTS Node 1422 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N.
125 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Dir Vec= .7071 .0000 .7071 Node 1422 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 1422 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 15320 To 15321 DX= .000 mm. DY= .000 mm. DZ= 352.795 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 15320 Z2 K= 218 N./cm. Yield K= 1 N./cm. Yield Force= 378 N. Node 15320 X2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. Node 15320 Y2 K= 35,899 N./cm. Yield K= 1 N./cm. Yield Force= 62,260 N. ----------------------------------------------------------------------------From 15321 To 15322 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 15321 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 15321 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 15321 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 15322 To 15323 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 15322 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 15322 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 15322 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 15323 To 15324 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS Node 15323 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 15323 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 15323 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 15324 To 15326 DX= .000 mm. DY= .000 mm. DZ= 488.994 mm. RESTRAINTS Node 15324 Z2 K= 432 N./cm. Yield K= 1 N./cm. Yield Force= 750 N. Node 15324 X2 K= 71,234 N./cm. Yield K= 1 N./cm. Yield Force= 123,540 N. Node 15324 Y2 K= 71,234 N./cm. Yield K= 1 N./cm. Yield Force= 123,540 N. ----------------------------------------------------------------------------From 15326 To 15327 DX= .000 mm. DY= .000 mm. DZ= 383.618 mm. RESTRAINTS
126 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Node 15326 Z2 K= 432 N./cm. Yield K= 1 N./cm. Yield Force= 750 N. Node 15326 X2 K= 71,234 N./cm. Yield K= 1 N./cm. Yield Force= 123,540 N. Node 15326 Y2 K= 71,234 N./cm. Yield K= 1 N./cm. Yield Force= 123,540 N. ----------------------------------------------------------------------------From 15327 To 15328 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 15327 Z2 K= 317 N./cm. Yield K= 1 N./cm. Yield Force= 549 N. Node 15327 X2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. Node 15327 Y2 K= 52,193 N./cm. Yield K= 1 N./cm. Yield Force= 90,518 N. ----------------------------------------------------------------------------From 15328 To 15329 DX= .000 mm. DY= .000 mm. DZ= 255.745 mm. RESTRAINTS Node 15328 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 15328 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 15328 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 15329 To 15331 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 15329 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 15329 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 15329 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 15331 To 15325 DX= .000 mm. DY= .000 mm. DZ= 127.873 mm. RESTRAINTS Node 15325 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 15325 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 15325 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 15325 To 15330 DZ= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 15330 +Y ----------------------------------------------------------------------------From 1360 To 1423 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm.
127 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1360 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1360 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1360 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1423 To 1424 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1423 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1423 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1423 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1424 To 1425 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1424 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1424 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1424 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1425 To 1426 DX= .000 mm. DY= .000 mm. DZ= -429.765 mm. RESTRAINTS Node 1425 Z2 K= 340 N./cm. Yield K= 1 N./cm. Yield Force= 589 N. Node 1425 X2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. Node 1425 Y2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. ----------------------------------------------------------------------------From 1426 To 1427 DX= .000 mm. DY= .000 mm. DZ= -429.765 mm. RESTRAINTS Node 1426 Z2 K= 426 N./cm. Yield K= 1 N./cm. Yield Force= 739 N. Node 1426 X2 K= 70,166 N./cm. Yield K= 1 N./cm. Yield Force= 121,688 N. Node 1426 Y2 K= 70,166 N./cm. Yield K= 1 N./cm. Yield Force= 121,688 N. ----------------------------------------------------------------------------From 1427 To 1428 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1427 Z2 K= 340 N./cm. Yield K= 1 N./cm. Yield Force= 589 N. Node 1427 X2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. Node 1427 Y2 K= 55,960 N./cm. Yield K= 1 N./cm. Yield Force= 97,051 N. ----------------------------------------------------------------------------From 1428 To 1429 DX= .000 mm. DY= .000 mm. DZ= -255.745 mm. RESTRAINTS Node 1428 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1428 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1428 Y2 K= 41,755 N./cm. Yield K= 1 N./cm.
128 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1429 To 16359 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 1429 Z2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1429 X2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1429 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 16359 To 16360 DX= .000 mm. DY= .000 mm. DZ= -127.873 mm. RESTRAINTS Node 16360 Z2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 16360 X2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 16360 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 16360 To 16370 DZ= -266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 16370 +Y ----------------------------------------------------------------------------From 1347 To 1435 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1347 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 1347 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 1347 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 1435 To 1436 DX= 255.745 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1435 X2 K= 253 N./cm. Yield K= 1 N./cm. Yield Force= 440 N. Node 1435 Z2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. Node 1435 Y2 K= 41,755 N./cm. Yield K= 1 N./cm. Yield Force= 72,414 N. ----------------------------------------------------------------------------From 1436 To 17370 DX= 260.510 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 1436 X2 K= 256 N./cm. Yield K= 1 N./cm. Yield Force= 444 N. Node 1436 Z2 K= 42,144 N./cm. Yield K= 1 N./cm.
129 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING Yield Force= 73,089 N. Node 1436 Y2 K= 42,144 N./cm. Yield K= 1 N./cm. Yield Force= 73,089 N. ----------------------------------------------------------------------------From 17370 To 17371 DX= 189.127 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 17370 X2 K= 223 N./cm. Yield K= 1 N./cm. Yield Force= 386 N. Node 17370 Z2 K= 36,705 N./cm. Yield K= 1 N./cm. Yield Force= 63,657 N. Node 17370 Y2 K= 36,705 N./cm. Yield K= 1 N./cm. Yield Force= 63,657 N. ----------------------------------------------------------------------------From 17371 To 17372 DX= 189.127 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 17371 X2 K= 187 N./cm. Yield K= 1 N./cm. Yield Force= 325 N. Node 17371 Z2 K= 30,878 N./cm. Yield K= 1 N./cm. Yield Force= 53,552 N. Node 17371 Y2 K= 30,878 N./cm. Yield K= 1 N./cm. Yield Force= 53,552 N. ----------------------------------------------------------------------------From 17372 To 17379 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 17372 X2 K= 220 N./cm. Yield K= 1 N./cm. Yield Force= 382 N. Node 17372 Z2 K= 36,316 N./cm. Yield K= 1 N./cm. Yield Force= 62,983 N. Node 17372 Y2 K= 36,316 N./cm. Yield K= 1 N./cm. Yield Force= 62,983 N. ----------------------------------------------------------------------------From 17379 To 17380 DX= 127.873 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 17380 X2 K= 127 N./cm. Yield K= 1 N./cm. Yield Force= 220 N. Node 17380 Z2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. Node 17380 Y2 K= 20,877 N./cm. Yield K= 1 N./cm. Yield Force= 36,207 N. ----------------------------------------------------------------------------From 17380 To 17390 DX= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 17390 +Y ----------------------------------------------------------------------------From 1380 To 1437 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. Mill%(-)= .00
130 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 1380 Z2 K= 133 N./cm. Yield K= 1 N./cm. Yield Force= 231 N. Node 1380 X2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. Node 1380 Y2 K= 21,947 N./cm. Yield K= 1 N./cm. Yield Force= 38,062 N. ----------------------------------------------------------------------------From 1437 To 1438 DX= .000 mm. DY= .000 mm. DZ= 268.850 mm. RESTRAINTS Node 1437 Z2 K= 266 N./cm. Yield K= 1 N./cm. Yield Force= 462 N. Node 1437 X2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. Node 1437 Y2 K= 43,894 N./cm. Yield K= 1 N./cm. Yield Force= 76,125 N. ----------------------------------------------------------------------------From 1438 To 1439 DX= .000 mm. DY= .000 mm. DZ= 97.050 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1438 Z2 K= 224 N./cm. Yield K= 1 N./cm. Yield Force= 389 N. Node 1438 X2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. Node 1438 Y2 K= 36,969 N./cm. Yield K= 1 N./cm. Yield Force= 64,115 N. ----------------------------------------------------------------------------From 1439 To 18380 DX= 137.250 mm. DY= .000 mm. DZ= 137.250 mm. BEND at "TO" end Radius= 234.300 mm. (LONG) Bend Angle= 45.000 Ftg Thk= 5.000 mm. RESTRAINTS Node 1439 X2 K= 182 N./cm. Yield K= 1 N./cm. Yield Force= 316 N. Dir Vec= .7071 .0000 .7071 Node 1439 X2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. Dir Vec= -.7071 .0000 .7071 Node 1439 Y2 K= 30,044 N./cm. Yield K= 1 N./cm. Yield Force= 52,105 N. ----------------------------------------------------------------------------From 18380 To 18389 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0000000 kg./cu.cm. Fluid Den= .0000000 kg./cu.cm. Refract. Den= .0000000 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. Clad Den= .0000000 kg./cu.cm. Insul/Clad Unit Wt= .00 N./cm. RESTRAINTS Node 18380 X2 K= 289 N./cm. Yield K= 1 N./cm. Yield Force= 502 N. Node 18380 Z2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N. Node 18380 Y2 K= 47,651 N./cm. Yield K= 1 N./cm. Yield Force= 82,640 N.
131 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING ----------------------------------------------------------------------------From 18389 To 18390 DX= 248.375 mm. DY= .000 mm. DZ= .000 mm. RESTRAINTS Node 18390 X2 K= 198 N./cm. Yield K= 1 N./cm. Yield Force= 343 N. Node 18390 Z2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. Node 18390 Y2 K= 32,629 N./cm. Yield K= 1 N./cm. Yield Force= 56,588 N. ----------------------------------------------------------------------------From 18390 To 18400 DX= 266.000 mm. Mill%(-)= .00 GENERAL PHyd= 2,295.0000 KPa Mat= (20) PLASTIC PIPE(FRP) Pipe Den= .0019000 kg./cu.cm. Fluid Den= .0009916 kg./cu.cm. Insul Den= .0000000 kg./cu.cm. RIGID Weight= 80.00 N. RESTRAINTS Node 18400 +Y
SIF's & TEE's 79 80 134
140
140
145
203
210
268
270
293
280
355
350
377
370
434
440
516
490
569
570
574
580
580
590
855
840
840
900
904
910
Node 80 Sif(in)= 2.300 Sif(out)= 2.300 Node 140 Sif(in)= 2.300 Sif(out)= 2.300 Node 145 Sif(in)= 2.300 Sif(out)= 2.300 Node 210 Sif(in)= 2.300 Sif(out)= 2.300 Node 270 Sif(in)= 2.300 Sif(out)= 2.300 Node 280 Sif(in)= 2.300 Sif(out)= 2.300 Node 350 Sif(in)= 2.300 Sif(out)= 2.300 Node 370 Sif(in)= 2.300 Sif(out)= 2.300 Node 440 Sif(in)= 2.300 Sif(out)= 2.300 Node 490 Sif(in)= 2.300 Sif(out)= 2.300 Node 570 Sif(in)= 2.300 Sif(out)= 2.300 Node 580 Sif(in)= 2.300 Sif(out)= 2.300 Node 590 Sif(in)= 2.300 Sif(out)= 2.300 Node 840 Sif(in)= 2.300 Sif(out)= 2.300 Node 900 Sif(in)= 2.300 Sif(out)= 2.300 Node 910 Sif(in)= 2.300 Sif(out)= 2.300
132 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING 926
930
945
950
951
960
1244
1250
1250
1260
1264
1270
1300
1310
1331
1330
1358
1347
1367
1360
1397
1380
1403
1390
Node 930 Sif(in)= 2.300 Sif(out)= 2.300 Node 950 Sif(in)= 2.300 Sif(out)= 2.300 Node 960 Sif(in)= 2.300 Sif(out)= 2.300 Node 1250 Sif(in)= 2.300 Sif(out)= 2.300 Node 1260 Sif(in)= 2.300 Sif(out)= 2.300 Node 1270 Sif(in)= 2.300 Sif(out)= 2.300 Node 1310 Sif(in)= 2.300 Sif(out)= 2.300 Node 1330 Sif(in)= 2.300 Sif(out)= 2.300 Node 1347 Sif(in)= 2.300 Sif(out)= 2.300 Node 1360 Sif(in)= 2.300 Sif(out)= 2.300 Node 1380 Sif(in)= 2.300 Sif(out)= 2.300 Node 1390 Sif(in)= 2.300 Sif(out)= 2.300
INPUT UNITS USED... UNITS= NOM/SCH INPUT= ON LENGTH inches x 25.400 = mm. FORCE pounds x 4.448 = N. MASS(dynamics) pounds x 0.454 = kg. MOMENTS(INPUT) inch-pounds x 0.113 = N.m. MOMENTS(OUTPUT) inch-pounds x 0.113 = N.m. STRESS lbs./sq.in. x 6.895 = KPa TEMP. SCALE degrees F. x 0.556 = C PRESSURE psig x 6.895 = KPa ELASTIC MODULUS lbs./sq.in. x 6.895 = KPa PIPE DENSITY lbs./cu.in. x 0.028 = kg./cu.cm. INSULATION DENS. lbs./cu.in. x 0.028 = kg./cu.cm. FLUID DENSITY lbs./cu.in. x 0.028 = kg./cu.cm. TRANSL. STIF lbs./in. x 1.751 = N./cm. ROTATIONAL STIF in.lb./deg. x 0.113 = N.m./deg UNIFORM LOAD lb./in. x 1.751 = N./cm. G LOAD g's x 1.000 = g's WIND LOAD lbs./sq.in. x 6.895 = KPa ELEVATION inches x 0.025 = m. COMPOUND LENGTH inches x 25.400 = mm. DIAMETER inches x 25.400 = mm. WALL THICKNESS inches x 25.400 = mm. SETUP FILE PARAMETERS -----------------------------------------------------------------------------CONNECT GEOMETRY THRU CNODES = YES MIN ALLOWED BEND ANGLE = 5.00000
133 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING MAX ALLOWED BEND ANGLE = 95.0000 BEND LENGTH ATTACHMENT PERCENT = 1.00000 MIN ANGLE TO ADJACENT BEND PT = 5.00000 LOOP CLOSURE TOLERANCE = 25.4000 mm. THERMAL BOWING HORZ TOLERANCE = 0.100000E-03 AUTO NODE NUMBER INCREMENT= 10.0000 Z AXIS UP= NO USE PRESSURE STIFFENING = DEFAULT ALPHA TOLERANCE = 0.500000E-01 RESLD-FORCE = NO HGR DEF RESWGT STIF = 0.175120E+13 N./cm. DECOMP SNG TOL = 0.100000E+11 BEND AXIAL SHAPE = YES FRICT STIF = 0.175120E+07 N./cm. FRICT NORM FORCE VAR = 0.150000 FRICT ANGLE VAR = 15.0000 FRICT SLIDE MULT = 1.00000 ROD TOLERANCE = 1.00000 ROD INC = 2.00000 INCORE NUMERICAL CHECK = NO OUTCORE NUMERICAL CHECK = NO DEFAULT TRANS RESTRAINT STIFF= 0.175120E+13 N./cm. DEFAULT ROT RESTRAINT STIFF= 0.112980E+12 N.m./deg IGNORE SPRING HANGER STIFFNESS = NO MISSING MASS ZPA = EXTRACTED MIN WALL MILL TOLERANCE = 12.5000 WRC-107 VERSION = MAR 79 1B1/2B1 WRC-107 INTERPOLATION = LAST VALUE DEFAULT AMBIENT TEMPERATURE= 21.1142 C BOURDON PRESSURE= NONE COEFFICIENT OF FRICTION (MU) = 0.000000 INCLUDE SPRG STIF IN HGR OPE = NO INCLUDE INSULATION IN HYDROTEST = NO REDUCED INTERSECTION = B31.1(POST1980) USE WRC329 NO NO REDUCED SIF FOR RFT AND WLT NO B31.1 REDUCED Z FIX = YES CLASS 1 BRANCH FLEX NO ALL STRESS CASES CORRODED = NO ADD TORSION IN SL STRESS = DEFAULT ADD F/A IN STRESS = DEFAULT OCCASIONAL LOAD FACTOR = 0.000000 DEFAULT CODE = B31.3 B31.3 SUS CASE SIF FACTOR = 1.00000 ALLOW USERS BEND SIF = NO USE SCHNEIDER NO YIELD CRITERION STRESS = MAX 3D SHEAR USE PD/4T NO BASE HOOP STRESS ON ? = ID EN13480 USE IN OUTPLANE SIFS= NO LIBERAL EXPANSION ALLOWABLE= YES B31.3 SEC 319.2.3C SAXIAL= NO B31.3 WELDING/CONTOUR TEE ISB16.9 FALSE PRESSURE VARIATION IN EXP CASE= YES
134 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 INPUT LISTING IMPLEMENT B313 APP-P NO IMPLEMENT B313 CODE CASE 178 NO IGNORE B31.1/B31.3 Wc FACTOR= YES USE FRP SIF = YES USE FRP FLEX = YES BS 7159 Pressure Stiffening= Actual Pressure FRP Property Data File= CAESAR.FRP FRP Emod (axial) = 0.220630E+08 KPa FRP Ratio Gmod/Emod (axial) = 0.250000 FRP Ea/Eh*Vh/a = 0.152730 FRP Laminate Type = THREE FRP Alpha = 21.5980 C FRP Density = 0.185000E-02 kg./cu.cm. EXCLUDE f2 FROM UKOOA BENDING = NO
EXECUTION CONTROL PARAMETERS Rigid/ExpJt Print Flag ..... .000 Bourdon Option ............. .000 Loop Closure Flag .......... .000 Thermal Bowing Delta Temp .. .000 C Liberal Allowable Flag ..... .000 Uniform Load Option ........ .000 Ambient Temperature ........ 21.110 C Plastic (FRP) Alpha ........ .213 Plastic (FRP) GMOD/EMODa ... 1.090 Plastic (FRP) Laminate Type. 1.000 Eqn Optimizer .............. .000 Node Selection ............. .000 Eqn Ordering ............... .000 Collins .................... .000 Degree Determination ....... .000 User Eqn Control ........... .000
135 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
Piping Code: UKOOA
= UKOOA (1994)
CODE STRESS CHECK PASSED Highest Stresses: (KPa CodeStress Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: 3D Max Intensity:
: LOADCASE 1 (HYD) WW+HP
) 59.1 49472.7 28335.8 31547.5 6.0 117061.0 61791.7
@Node 15320 Allowable: @Node 11 @Node 15320 @Node 1251 @Node 15320 @Node 1421
83750.0
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
10 11
28335.8 28335.8
0.0 0.0
0.0 0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
11 12
28335.8 28335.8
0.0 0.0
0.0 0.0
56671.7 56671.7
12 13
28335.8 28335.8
0.0 0.0
0.0 0.0
13 14
28335.8 28335.8
0.0 0.3
14 15
28335.8 28335.8
0.3 0.7
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28335.8 28335.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28335.9 28335.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28335.9 28335.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28335.9 28336.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.0 28336.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
136 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
15 16
28335.8 28335.8
0.7 12.0
0.0 -0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
16 17
28335.8 28335.8
12.0 25.1
0.0 0.0
56671.7 56671.7
17 18
28335.8 28335.8
25.1 23.2
0.0 -0.0
18 19
28335.8 28335.8
23.2 12.8
19 20
28335.8 28335.8
20 30
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28336.3 28343.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.9 28352.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.7 28351.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.4 28344.5
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
12.8 48.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.5 28368.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28335.8 28335.8
48.9 200.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28470.4
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
50 60
28335.8 28335.8
200.8 48.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.4 28368.6
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
60 61
28335.8 28335.8
48.9 23.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28351.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
61 62
28335.8 28335.8
23.2 25.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.4 28352.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
62 63
28335.8 28335.8
25.1 12.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.7 28344.1
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
63
28335.8
12.3
0.0
56671.7
58989.9
1.000
1.000
28344.1
83750.0
33.8
UKOOA
137 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
64
28335.8
26.2
-0.0
56671.7
Max Stress Intensity KPa 58989.9
64 65
28335.8 28335.8
26.2 62.8
0.0 -0.0
56671.7 56671.7
65 66
28335.8 28335.8
62.8 230.2
0.0 -0.0
66 67
28335.8 28335.8
230.2 1212.7
67 68
28335.8 28335.8
68 69
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28353.4
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.4 28377.9
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28377.9 28490.1
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28490.1 29148.4
83750.0 83750.0
34.0 34.8
UKOOA UKOOA
1212.7 4383.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29148.4 31272.8
83750.0 83750.0
34.8 37.3
UKOOA UKOOA
28335.8 28335.8
4383.5 8117.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31272.8 33774.4
83750.0 83750.0
37.3 40.3
UKOOA UKOOA
69 71
28335.8 28335.8
8117.3 4466.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
33774.4 31328.1
83750.0 83750.0
40.3 37.4
UKOOA UKOOA
71 72
28335.8 28335.8
9510.4 9228.2
0.0 -0.4
75922.3 75381.7
58989.9 58989.9
2.129 2.129
2.440 2.440
34707.8 34518.7
83750.0 83750.0
41.4 41.2
UKOOA UKOOA
72 70
28335.8 28335.8
9228.2 13013.4
0.4 -0.7
75381.7 82633.4
58989.9 58989.9
2.129 2.129
2.440 2.440
34518.7 37054.8
83750.0 83750.0
41.2 44.2
UKOOA UKOOA
70 73
28335.8 28335.8
6111.1 595.5
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32430.3 28734.8
83750.0 83750.0
38.7 34.3
UKOOA UKOOA
73 74
28335.8 28335.8
595.5 1632.8
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28734.8 29429.8
83750.0 83750.0
34.3 35.1
UKOOA UKOOA
138 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
74 75
28335.8 28335.8
1632.8 967.4
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29429.8 28984.0
83750.0 83750.0
35.1 34.6
UKOOA UKOOA
75 76
28335.8 28335.8
967.4 35.0
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28984.0 28359.3
83750.0 83750.0
34.6 33.9
UKOOA UKOOA
76 77
28335.8 28335.8
35.0 8.1
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28359.3 28341.2
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
77 78
28335.8 28335.8
8.1 7.6
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28341.2 28340.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
78 79
28335.8 28335.8
7.6 7.3
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28340.9 28340.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
79 80
28335.8 28335.8
7.3 51.1
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28340.8 28370.1
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
80 81
28335.8 28335.8
12191.0 679.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
36503.8 28790.9
83750.0 83750.0
43.6 34.4
UKOOA UKOOA
81 89
28335.8 28335.8
679.2 599.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28790.9 28737.2
83750.0 83750.0
34.4 34.3
UKOOA UKOOA
89 90
28335.8 28335.8
599.0 1877.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28737.2 29593.5
83750.0 83750.0
34.3 35.3
UKOOA UKOOA
90 100
28335.8 28335.8
1877.2 1452.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29593.5 29309.2
83750.0 83750.0
35.3 35.0
UKOOA UKOOA
139 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
120 130
28335.8 28335.8
1046.7 294.6
0.0 -0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
130 131
28335.8 28335.8
294.6 82.9
0.0 -0.0
56671.7 56671.7
131 132
28335.8 28335.8
82.9 47.6
0.0 -0.0
132 133
28335.8 28335.8
47.6 116.4
133 134
28335.8 28335.8
134 140
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
29037.1 28533.2
83750.0 83750.0
34.7 34.1
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28533.2 28391.4
83750.0 83750.0
34.1 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28391.4 28367.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28367.7 28413.9
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
116.4 340.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28413.9 28563.8
83750.0 83750.0
33.9 34.1
UKOOA UKOOA
28335.8 28335.8
340.2 598.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28563.8 28737.1
83750.0 83750.0
34.1 34.3
UKOOA UKOOA
140 145
28335.8 28335.8
232.6 355.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28491.7 28574.2
83750.0 83750.0
34.0 34.1
UKOOA UKOOA
145 146
28335.8 28335.8
1.6 0.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.9 28336.1
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
146 147
28335.8 28335.8
0.4 0.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.1 28335.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
147 148
28335.8 28335.8
0.1 0.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28335.9 28335.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
148
28335.8
0.1
0.0
56671.7
58989.9
1.000
1.000
28335.9
83750.0
33.8
UKOOA
140 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
149
28335.8
0.3
-0.0
56671.7
Max Stress Intensity KPa 58989.9
149 151
28335.8 28335.8
0.3 1.1
0.0 -0.0
56671.7 56671.7
151 152
28335.8 28335.8
1.1 6.1
0.0 -0.0
152 153
28335.8 28335.8
6.1 28.6
153 154
28335.8 28335.8
154 155
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28336.0
83750.0
33.8
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.0 28336.6
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.6 28339.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28339.9 28355.0
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28.6 158.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28355.0 28442.3
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
28335.8 28335.8
158.9 1469.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28442.3 29320.5
83750.0 83750.0
34.0 35.0
UKOOA UKOOA
155 156
28335.8 28335.8
1469.6 3776.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29320.5 30866.1
83750.0 83750.0
35.0 36.9
UKOOA UKOOA
156 157
28335.8 28335.8
3776.5 4987.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30866.1 31677.3
83750.0 83750.0
36.9 37.8
UKOOA UKOOA
157 158
28335.8 28335.8
4987.3 2578.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31677.3 30063.2
83750.0 83750.0
37.8 35.9
UKOOA UKOOA
158 159
28335.8 28335.8
5490.2 12676.7
0.0 -0.1
68220.6 81988.4
58989.9 58989.9
2.129 2.129
2.440 2.440
32014.3 36829.3
83750.0 83750.0
38.2 44.0
UKOOA UKOOA
159 150
28335.8 28335.8
12676.7 516.3
0.1 -0.1
81988.4 58691.8
58989.9 58989.9
2.129 2.129
2.440 2.440
36829.3 28681.8
83750.0 83750.0
44.0 34.2
UKOOA UKOOA
141 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
150 161
28335.8 28335.8
242.5 6939.7
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28498.3 32985.4
83750.0 83750.0
34.0 39.4
UKOOA UKOOA
161 162
28335.8 28335.8
6939.7 4526.6
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32985.4 31368.7
83750.0 83750.0
39.4 37.5
UKOOA UKOOA
162 163
28335.8 28335.8
4526.6 251.6
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31368.7 28504.4
83750.0 83750.0
37.5 34.0
UKOOA UKOOA
163 164
28335.8 28335.8
251.6 283.7
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28504.4 28525.9
83750.0 83750.0
34.0 34.1
UKOOA UKOOA
164 165
28335.8 28335.8
283.7 253.1
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28525.9 28505.4
83750.0 83750.0
34.1 34.0
UKOOA UKOOA
165 160
28335.8 28335.8
253.1 228.2
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28505.4 28488.7
83750.0 83750.0
34.0 34.0
UKOOA UKOOA
160 170
28335.8 28335.8
228.2 214.7
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28488.7 28479.7
83750.0 83750.0
34.0 34.0
UKOOA UKOOA
190 200
28335.8 28335.8
201.0 142.1
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.5 28431.0
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
200 201
28335.8 28335.8
142.1 158.4
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28431.0 28442.0
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
201 202
28335.8 28335.8
158.4 617.2
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28442.0 28749.4
83750.0 83750.0
34.0 34.3
UKOOA UKOOA
142 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
202 203
28335.8 28335.8
617.2 1156.5
0.1 -0.1
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
203 210
28335.8 28335.8
1156.5 1843.5
0.1 -0.1
56671.7 56671.7
210 211
28335.8 28335.8
4686.2 1332.6
0.1 -0.1
211 212
28335.8 28335.8
1332.6 915.9
212 213
28335.8 28335.8
213 219
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28749.4 29110.7
83750.0 83750.0
34.3 34.8
UKOOA UKOOA
58989.9 58989.9
1.000 2.300
1.000 2.300
29110.7 29571.0
83750.0 83750.0
34.8 35.3
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31475.6 29228.7
83750.0 83750.0
37.6 34.9
UKOOA UKOOA
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29228.7 28949.5
83750.0 83750.0
34.9 34.6
UKOOA UKOOA
915.9 298.3
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28949.5 28535.7
83750.0 83750.0
34.6 34.1
UKOOA UKOOA
28335.8 28335.8
298.3 176.1
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28535.7 28453.8
83750.0 83750.0
34.1 34.0
UKOOA UKOOA
219 220
28335.8 28335.8
176.1 72.7
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28453.8 28384.6
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
220 230
28335.8 28335.8
72.7 201.2
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28384.6 28470.6
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
250 260
28335.8 28335.8
200.9 61.1
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.4 28376.8
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
260 261
28335.8 28335.8
61.1 25.8
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28376.8 28353.1
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
261
28335.8
25.8
0.1
56671.7
58989.9
1.000
1.000
28353.1
83750.0
33.9
UKOOA
143 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
262
28335.8
25.1
-0.1
56671.7
Max Stress Intensity KPa 58989.9
262 263
28335.8 28335.8
25.1 12.1
0.1 -0.1
56671.7 56671.7
263 264
28335.8 28335.8
12.1 1.1
0.1 -0.1
264 265
28335.8 28335.8
1.1 1.2
265 266
28335.8 28335.8
266 267
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28352.6
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.6 28344.0
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.0 28336.6
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.6 28336.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1.2 3.4
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.7 28338.1
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
28335.8 28335.8
3.4 10.5
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.1 28342.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
267 268
28335.8 28335.8
10.5 32.4
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28342.9 28357.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
268 270
28335.8 28335.8
32.4 274.3
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28357.6 28519.6
83750.0 83750.0
33.9 34.1
UKOOA UKOOA
270 271
28335.8 28335.8
449.9 127.6
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28637.3 28421.3
83750.0 83750.0
34.2 33.9
UKOOA UKOOA
271 272
28335.8 28335.8
127.6 118.0
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28421.3 28414.9
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
272 273
28335.8 28335.8
118.0 1106.6
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28414.9 29077.3
83750.0 83750.0
33.9 34.7
UKOOA UKOOA
144 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
273 274
28335.8 28335.8
1106.6 2743.8
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29077.3 30174.2
83750.0 83750.0
34.7 36.0
UKOOA UKOOA
274 277
28335.8 28335.8
2743.8 3453.9
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30174.2 30649.9
83750.0 83750.0
36.0 36.6
UKOOA UKOOA
277 281
28335.8 28335.8
3453.9 2410.7
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30649.9 29951.0
83750.0 83750.0
36.6 35.8
UKOOA UKOOA
281 282
28335.8 28335.8
6181.0 11381.1
-0.6 0.5
69660.3 79377.5
58989.9 58989.9
2.564 2.564
2.938 2.938
32477.1 35961.2
83750.0 83750.0
38.8 42.9
UKOOA UKOOA
282 275
28335.8 28335.8
11381.1 2851.0
-0.5 0.4
79377.5 63437.8
58989.9 58989.9
2.564 2.564
2.938 2.938
35961.2 30246.0
83750.0 83750.0
42.9 36.1
UKOOA UKOOA
275 278
28335.8 28335.8
1111.9 4908.3
-0.4 0.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29080.8 31624.4
83750.0 83750.0
34.7 37.8
UKOOA UKOOA
278 279
28335.8 28335.8
4908.3 2541.8
-0.4 0.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31624.4 30038.8
83750.0 83750.0
37.8 35.9
UKOOA UKOOA
279 283
28335.8 28335.8
2541.8 2362.2
-0.4 0.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30038.8 29918.5
83750.0 83750.0
35.9 35.7
UKOOA UKOOA
283 284
28335.8 28335.8
2362.2 4609.2
-0.4 0.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29918.5 31424.0
83750.0 83750.0
35.7 37.5
UKOOA UKOOA
284 285
28335.8 28335.8
4609.2 1330.9
-0.4 0.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31424.0 29227.6
83750.0 83750.0
37.5 34.9
UKOOA UKOOA
145 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
285 286
28335.8 28335.8
3412.4 11307.4
-0.4 0.2
64486.9 79239.7
Max Stress Intensity KPa 58989.9 58989.9
286 276
28335.8 28335.8
11307.4 5544.7
-0.2 0.1
79239.7 68471.4
276 287
28335.8 28335.8
2162.5 3715.2
-0.1 0.1
287 288
28335.8 28335.8
3715.2 2862.5
288 289
28335.8 28335.8
289 291
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.564 2.564
2.938 2.938
30622.2 35911.8
83750.0 83750.0
36.6 42.9
UKOOA UKOOA
58989.9 58989.9
2.564 2.564
2.938 2.938
35911.8 32050.8
83750.0 83750.0
42.9 38.3
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29784.8 30825.0
83750.0 83750.0
35.6 36.8
UKOOA UKOOA
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30825.0 30253.7
83750.0 83750.0
36.8 36.1
UKOOA UKOOA
2862.5 1127.9
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30253.7 29091.6
83750.0 83750.0
36.1 34.7
UKOOA UKOOA
28335.8 28335.8
1127.9 117.7
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29091.6 28414.7
83750.0 83750.0
34.7 33.9
UKOOA UKOOA
291 292
28335.8 28335.8
117.7 18.6
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28414.7 28348.3
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
292 293
28335.8 28335.8
18.6 8.3
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28348.3 28341.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
293 280
28335.8 28335.8
8.3 22.6
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28341.4 28351.0
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
280 294
28335.8 28335.8
131.0 108.5
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28423.6 28408.5
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
294
28335.8
108.5
-0.6
56671.7
58989.9
1.000
1.000
28408.5
83750.0
33.9
UKOOA
146 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
295
28335.8
17.8
0.6
56671.7
Max Stress Intensity KPa 58989.9
295 296
28335.8 28335.8
17.8 25.5
-0.6 0.6
56671.7 56671.7
296 297
28335.8 28335.8
25.5 23.8
-0.6 0.6
297 298
28335.8 28335.8
23.8 13.4
298 290
28335.8 28335.8
290 300
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28347.8
83750.0
33.8
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28347.8 28352.9
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.9 28351.8
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.8 28344.8
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
13.4 48.9
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.8 28368.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28335.8 28335.8
48.9 200.8
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28470.4
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
320 330
28335.8 28335.8
200.8 48.9
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.4 28368.6
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
330 331
28335.8 28335.8
48.9 23.2
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28351.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
331 332
28335.8 28335.8
23.2 25.1
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.4 28352.6
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
332 333
28335.8 28335.8
25.1 11.9
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.6 28343.8
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
333 334
28335.8 28335.8
11.9 1.6
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.8 28336.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
147 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
334 335
28335.8 28335.8
1.6 3.4
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.9 28338.1
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
335 336
28335.8 28335.8
3.4 9.4
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.1 28342.1
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
336 337
28335.8 28335.8
9.4 34.2
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28342.1 28358.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
337 338
28335.8 28335.8
34.2 196.8
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28358.7 28467.7
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
338 339
28335.8 28335.8
196.8 1586.4
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28467.7 29398.7
83750.0 83750.0
34.0 35.1
UKOOA UKOOA
339 341
28335.8 28335.8
1586.4 4390.3
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29398.7 31277.3
83750.0 83750.0
35.1 37.3
UKOOA UKOOA
341 342
28335.8 28335.8
4390.3 6371.6
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31277.3 32604.8
83750.0 83750.0
37.3 38.9
UKOOA UKOOA
342 343
28335.8 28335.8
6371.6 1160.8
-0.6 0.6
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32604.8 29113.6
83750.0 83750.0
38.9 34.8
UKOOA UKOOA
343 344
28335.8 28335.8
2471.9 13337.3
-0.6 0.3
62438.3 83254.0
58989.9 58989.9
2.129 2.129
2.440 2.440
29992.0 37271.9
83750.0 83750.0
35.8 44.5
UKOOA UKOOA
344 340
28335.8 28335.8
13337.3 2681.6
-0.3 0.0
83254.0 62840.0
58989.9 58989.9
2.129 2.129
2.440 2.440
37271.9 30132.5
83750.0 83750.0
44.5 36.0
UKOOA UKOOA
148 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
340 345
28335.8 28335.8
1259.3 6301.4
-0.0 0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
345 346
28335.8 28335.8
6301.4 4364.6
-0.0 0.0
56671.7 56671.7
346 347
28335.8 28335.8
4364.6 1584.1
-0.0 0.0
347 348
28335.8 28335.8
1584.1 195.6
348 349
28335.8 28335.8
349 351
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
29179.6 32557.8
83750.0 83750.0
34.8 38.9
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
32557.8 31260.2
83750.0 83750.0
38.9 37.3
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31260.2 29397.2
83750.0 83750.0
37.3 35.1
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29397.2 28466.9
83750.0 83750.0
35.1 34.0
UKOOA UKOOA
195.6 35.3
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28466.9 28359.5
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
28335.8 28335.8
35.3 7.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28359.5 28340.9
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
351 352
28335.8 28335.8
7.5 1.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28340.9 28336.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
352 353
28335.8 28335.8
1.2 0.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.7 28335.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
353 354
28335.8 28335.8
0.1 1.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28335.9 28336.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
354 355
28335.8 28335.8
1.6 6.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.9 28340.2
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
355
28335.8
6.6
-0.0
56671.7
58989.9
1.000
1.000
28340.2
83750.0
33.8
UKOOA
149 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
350
28335.8
56.4
0.0
56671.7
Max Stress Intensity KPa 58989.9
350 356
28335.8 28335.8
26.4 7.6
-0.0 0.0
56671.7 56671.7
356 357
28335.8 28335.8
7.6 3.9
-0.0 0.0
357 358
28335.8 28335.8
3.9 8.4
358 359
28335.8 28335.8
359 361
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.300
2.300
28373.6
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.6 28340.9
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28340.9 28338.5
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.5 28341.5
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
8.4 35.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28341.5 28359.9
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28335.8 28335.8
35.9 196.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28359.9 28467.8
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
361 362
28335.8 28335.8
196.9 1588.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28467.8 29400.0
83750.0 83750.0
34.0 35.1
UKOOA UKOOA
362 363
28335.8 28335.8
1588.4 4385.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29400.0 31273.9
83750.0 83750.0
35.1 37.3
UKOOA UKOOA
363 364
28335.8 28335.8
4385.1 6345.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31273.9 32587.4
83750.0 83750.0
37.3 38.9
UKOOA UKOOA
364 365
28335.8 28335.8
6345.5 1219.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32587.4 29152.6
83750.0 83750.0
38.9 34.8
UKOOA UKOOA
365 366
28335.8 28335.8
2596.1 13364.8
-0.0 0.0
62676.1 83306.5
58989.9 58989.9
2.129 2.129
2.440 2.440
30075.2 37290.3
83750.0 83750.0
35.9 44.5
UKOOA UKOOA
150 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
366 360
28335.8 28335.8
13364.8 2569.3
-0.0 -0.0
83306.5 62624.9
58989.9 58989.9
2.129 2.129
2.440 2.440
37290.3 30057.3
83750.0 83750.0
44.5 35.9
UKOOA UKOOA
360 367
28335.8 28335.8
1206.5 6354.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29144.2 32593.3
83750.0 83750.0
34.8 38.9
UKOOA UKOOA
367 368
28335.8 28335.8
6354.5 4388.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32593.3 31276.1
83750.0 83750.0
38.9 37.3
UKOOA UKOOA
368 369
28335.8 28335.8
4388.4 1588.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31276.1 29400.3
83750.0 83750.0
37.3 35.1
UKOOA UKOOA
369 371
28335.8 28335.8
1588.7 197.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29400.3 28467.9
83750.0 83750.0
35.1 34.0
UKOOA UKOOA
371 372
28335.8 28335.8
197.1 35.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28467.9 28359.7
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
372 373
28335.8 28335.8
35.6 7.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28359.7 28340.9
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
373 374
28335.8 28335.8
7.6 1.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28340.9 28336.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
374 375
28335.8 28335.8
1.3 0.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.7 28335.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
375 376
28335.8 28335.8
0.1 1.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28335.9 28336.5
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
151 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
376 377
28335.8 28335.8
1.0 4.8
0.0 -0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
377 370
28335.8 28335.8
4.8 42.0
0.0 -0.0
56671.7 56671.7
370 378
28335.8 28335.8
11.1 3.1
-0.1 0.1
378 379
28335.8 28335.8
3.1 0.6
379 381
28335.8 28335.8
381 382
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28336.5 28339.1
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
58989.9 58989.9
1.000 2.300
1.000 2.300
28339.1 28364.0
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.3 28337.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28337.9 28336.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
0.6 0.7
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.3 28336.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
28335.8 28335.8
0.7 5.6
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.3 28339.6
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
382 389
28335.8 28335.8
5.6 26.6
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28339.6 28353.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
389 391
28335.8 28335.8
26.6 147.2
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.6 28434.5
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
391 392
28335.8 28335.8
147.2 1214.9
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28434.5 29149.8
83750.0 83750.0
34.0 34.8
UKOOA UKOOA
392 393
28335.8 28335.8
1214.9 3313.6
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29149.8 30556.0
83750.0 83750.0
34.8 36.5
UKOOA UKOOA
393
28335.8
3313.6
-0.1
56671.7
58989.9
1.000
1.000
30556.0
83750.0
36.5
UKOOA
152 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
394
28335.8
4726.2
0.1
56671.7
Max Stress Intensity KPa 58989.9
394 395
28335.8 28335.8
4726.2 1141.3
-0.1 0.1
56671.7 56671.7
395 396
28335.8 28335.8
2926.3 6150.6
-0.1 -0.9
396 380
28335.8 28335.8
6150.6 9464.3
380 383
28335.8 28335.8
383 384
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
31502.4
83750.0
37.6
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
31502.4 29100.5
83750.0 83750.0
37.6 34.7
UKOOA UKOOA
63578.5 69603.5
58989.9 58989.9
2.564 2.564
2.938 2.938
30296.4 32456.7
83750.0 83750.0
36.2 38.8
UKOOA UKOOA
0.9 2.4
69603.5 75795.5
58989.9 58989.9
2.564 2.564
2.938 2.938
32456.7 34676.9
83750.0 83750.0
38.8 41.4
UKOOA UKOOA
3691.2 8145.2
-2.4 2.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30809.0 33793.2
83750.0 83750.0
36.8 40.4
UKOOA UKOOA
28335.8 28335.8
8145.2 4500.7
-2.4 2.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
33793.2 31351.3
83750.0 83750.0
40.4 37.4
UKOOA UKOOA
384 397
28335.8 28335.8
4500.7 1181.0
-2.4 2.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31351.3 29127.1
83750.0 83750.0
37.4 34.8
UKOOA UKOOA
397 398
28335.8 28335.8
1181.0 1069.6
-2.4 2.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29127.1 29052.5
83750.0 83750.0
34.8 34.7
UKOOA UKOOA
398 399
28335.8 28335.8
1069.6 3147.8
-2.4 2.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29052.5 30444.9
83750.0 83750.0
34.7 36.4
UKOOA UKOOA
399 401
28335.8 28335.8
3147.8 4724.1
-2.4 2.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30444.9 31501.0
83750.0 83750.0
36.4 37.6
UKOOA UKOOA
401 402
28335.8 28335.8
4724.1 498.7
-2.4 2.4
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31501.0 28670.0
83750.0 83750.0
37.6 34.2
UKOOA UKOOA
153 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
402 403
28335.8 28335.8
1279.1 9524.9
-2.4 0.7
60499.8 75909.0
58989.9 58989.9
2.564 2.564
2.938 2.938
29192.8 34717.6
83750.0 83750.0
34.9 41.5
UKOOA UKOOA
403 385
28335.8 28335.8
9525.0 6201.7
-0.7 0.8
75909.0 69699.1
58989.9 58989.9
2.564 2.564
2.938 2.938
34717.6 32491.0
83750.0 83750.0
41.5 38.8
UKOOA UKOOA
385 387
28335.8 28335.8
2418.8 2417.4
-0.8 0.8
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29956.4 29955.5
83750.0 83750.0
35.8 35.8
UKOOA UKOOA
387 388
28335.8 28335.8
2417.4 1382.1
-0.8 0.8
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29955.5 29261.9
83750.0 83750.0
35.8 34.9
UKOOA UKOOA
388 404
28335.8 28335.8
1382.1 3257.5
-0.8 0.8
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29261.9 30518.4
83750.0 83750.0
34.9 36.4
UKOOA UKOOA
404 405
28335.8 28335.8
3257.5 5714.0
-0.8 0.8
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30518.4 32164.2
83750.0 83750.0
36.4 38.4
UKOOA UKOOA
405 406
28335.8 28335.8
5714.0 23.2
-0.8 0.8
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32164.2 28351.4
83750.0 83750.0
38.4 33.9
UKOOA UKOOA
406 407
28335.8 28335.8
59.5 10348.2
-0.8 0.6
58221.5 77447.4
58989.9 58989.9
2.564 2.564
2.938 2.938
28375.7 35269.2
83750.0 83750.0
33.9 42.1
UKOOA UKOOA
407 386
28335.8 28335.8
10348.2 8357.7
-0.6 0.2
77447.4 73727.8
58989.9 58989.9
2.564 2.564
2.938 2.938
35269.2 33935.5
83750.0 83750.0
42.1 40.5
UKOOA UKOOA
386 408
28335.8 28335.8
3259.7 1827.9
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30519.8 29560.6
83750.0 83750.0
36.4 35.3
UKOOA UKOOA
154 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
408 409
28335.8 28335.8
1827.9 1856.1
-0.2 0.2
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
409 411
28335.8 28335.8
1856.1 855.7
-0.2 0.2
56671.7 56671.7
411 412
28335.8 28335.8
855.7 64.0
-0.2 0.2
412 413
28335.8 28335.8
64.0 16.8
413 414
28335.8 28335.8
414 415
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
29560.6 29579.4
83750.0 83750.0
35.3 35.3
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
29579.4 28909.2
83750.0 83750.0
35.3 34.5
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28909.2 28378.7
83750.0 83750.0
34.5 33.9
UKOOA UKOOA
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28378.7 28347.1
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
16.8 6.2
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28347.1 28340.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
28335.8 28335.8
6.2 12.8
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28340.0 28344.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
415 416
28335.8 28335.8
12.8 24.8
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.4 28352.5
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
416 417
28335.8 28335.8
24.8 23.1
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.5 28351.3
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
417 418
28335.8 28335.8
23.1 13.6
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.3 28345.0
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
418 390
28335.8 28335.8
13.6 49.2
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.0 28368.8
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
390
28335.8
49.2
-0.2
56671.7
58989.9
1.000
1.000
28368.8
83750.0
33.9
UKOOA
155 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
400
28335.8
200.9
0.2
56671.7
Max Stress Intensity KPa 58989.9
420 430
28335.8 28335.8
201.2 53.8
-0.2 0.2
56671.7 56671.7
430 431
28335.8 28335.8
53.8 131.2
-0.2 0.2
431 432
28335.8 28335.8
131.2 330.4
432 433
28335.8 28335.8
433 434
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28470.5
83750.0
34.0
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.7 28371.9
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28371.9 28423.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28423.7 28557.2
83750.0 83750.0
33.9 34.1
UKOOA UKOOA
330.4 424.2
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28557.2 28620.1
83750.0 83750.0
34.1 34.2
UKOOA UKOOA
28335.8 28335.8
424.2 3537.4
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28620.1 30705.9
83750.0 83750.0
34.2 36.7
UKOOA UKOOA
434 440
28335.8 28335.8
3537.4 16455.8
-0.2 0.2
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
30705.9 39361.3
83750.0 83750.0
36.7 47.0
UKOOA UKOOA
440 441
28335.8 28335.8
7329.0 3647.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
33246.3 30779.9
83750.0 83750.0
39.7 36.8
UKOOA UKOOA
441 442
28335.8 28335.8
3647.9 2319.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30779.9 29890.1
83750.0 83750.0
36.8 35.7
UKOOA UKOOA
442 443
28335.8 28335.8
2319.8 741.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29890.1 28832.6
83750.0 83750.0
35.7 34.4
UKOOA UKOOA
443 444
28335.8 28335.8
741.4 440.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28832.6 28631.2
83750.0 83750.0
34.4 34.2
UKOOA UKOOA
156 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
444 445
28335.8 28335.8
440.8 148.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28631.2 28435.3
83750.0 83750.0
34.2 34.0
UKOOA UKOOA
445 450
28335.8 28335.8
148.4 242.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28435.3 28498.2
83750.0 83750.0
34.0 34.0
UKOOA UKOOA
470 480
28335.8 28335.8
255.4 54.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28507.0 28372.4
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
480 481
28335.8 28335.8
54.5 24.3
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28372.4 28352.2
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
481 482
28335.8 28335.8
24.3 25.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.2 28352.6
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
482 483
28335.8 28335.8
25.1 12.0
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.6 28343.9
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
483 484
28335.8 28335.8
12.0 0.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.9 28336.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
484 489
28335.8 28335.8
0.9 0.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.4 28336.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
489 491
28335.8 28335.8
0.2 0.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.0 28335.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
491 492
28335.8 28335.8
0.1 0.3
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28335.9 28336.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
157 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
492 493
28335.8 28335.8
0.3 0.6
-0.0 0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
493 494
28335.8 28335.8
0.6 4.3
-0.0 0.0
56671.7 56671.7
494 495
28335.8 28335.8
4.3 20.2
-0.0 0.0
495 496
28335.8 28335.8
20.2 112.5
496 497
28335.8 28335.8
497 501
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28336.0 28336.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.3 28338.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.7 28349.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28349.4 28411.2
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
112.5 1125.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28411.2 29089.9
83750.0 83750.0
33.9 34.7
UKOOA UKOOA
28335.8 28335.8
1125.5 2781.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29089.9 30199.5
83750.0 83750.0
34.7 36.1
UKOOA UKOOA
501 502
28335.8 28335.8
2781.6 3471.0
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30199.5 30661.4
83750.0 83750.0
36.1 36.6
UKOOA UKOOA
502 503
28335.8 28335.8
3471.0 2547.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30661.4 30042.6
83750.0 83750.0
36.6 35.9
UKOOA UKOOA
503 504
28335.8 28335.8
6531.5 11716.3
-0.0 0.0
70315.2 80003.9
58989.9 58989.9
2.564 2.564
2.938 2.938
32711.9 36185.8
83750.0 83750.0
39.1 43.2
UKOOA UKOOA
504 485
28335.8 28335.8
11716.3 2778.5
-0.0 0.0
80003.9 63302.4
58989.9 58989.9
2.564 2.564
2.938 2.938
36185.8 30197.5
83750.0 83750.0
43.2 36.1
UKOOA UKOOA
485
28335.8
1083.7
-0.0
56671.7
58989.9
1.000
1.000
29061.9
83750.0
34.7
UKOOA
158 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
487
28335.8
5191.0
0.0
56671.7
Max Stress Intensity KPa 58989.9
487 488
28335.8 28335.8
5191.0 2929.6
-0.0 0.0
56671.7 56671.7
488 505
28335.8 28335.8
2929.6 2706.5
-0.0 0.0
505 506
28335.8 28335.8
2706.5 4798.8
506 507
28335.8 28335.8
507 508
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
31813.8
83750.0
38.0
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
31813.8 30298.7
83750.0 83750.0
38.0 36.2
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30298.7 30149.2
83750.0 83750.0
36.2 36.0
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30149.2 31551.1
83750.0 83750.0
36.0 37.7
UKOOA UKOOA
4798.8 1374.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31551.1 29256.5
83750.0 83750.0
37.7 34.9
UKOOA UKOOA
28335.8 28335.8
3523.2 11619.6
-0.0 0.0
64693.8 79823.2
58989.9 58989.9
2.564 2.564
2.938 2.938
30696.4 36121.0
83750.0 83750.0
36.7 43.1
UKOOA UKOOA
508 486
28335.8 28335.8
11619.6 5689.0
-0.0 0.0
79823.2 68741.0
58989.9 58989.9
2.564 2.564
2.938 2.938
36121.0 32147.5
83750.0 83750.0
43.1 38.4
UKOOA UKOOA
486 509
28335.8 28335.8
2218.8 3817.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29822.4 30893.3
83750.0 83750.0
35.6 36.9
UKOOA UKOOA
509 511
28335.8 28335.8
3817.1 2940.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30893.3 30305.9
83750.0 83750.0
36.9 36.2
UKOOA UKOOA
511 512
28335.8 28335.8
2940.4 1158.0
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30305.9 29111.7
83750.0 83750.0
36.2 34.8
UKOOA UKOOA
512 513
28335.8 28335.8
1158.0 123.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29111.7 28418.8
83750.0 83750.0
34.8 33.9
UKOOA UKOOA
159 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
513 514
28335.8 28335.8
123.8 25.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28418.8 28353.2
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
514 515
28335.8 28335.8
25.9 7.0
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.2 28340.6
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
515 516
28335.8 28335.8
7.0 3.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28340.6 28338.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
516 490
28335.8 28335.8
3.2 2.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28338.0 28337.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
490 498
28335.8 28335.8
30.8 24.9
0.2 -0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28356.5 28352.5
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
498 499
28335.8 28335.8
24.9 41.8
0.2 -0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.5 28363.8
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
499 517
28335.8 28335.8
41.8 203.1
0.2 -0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28363.8 28471.9
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
517 518
28335.8 28335.8
203.1 1573.0
0.2 -0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28471.9 29389.8
83750.0 83750.0
34.0 35.1
UKOOA UKOOA
518 519
28335.8 28335.8
1573.0 4415.6
0.2 -0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29389.8 31294.3
83750.0 83750.0
35.1 37.4
UKOOA UKOOA
519 521
28335.8 28335.8
4415.6 6512.3
0.2 -0.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31294.3 32699.1
83750.0 83750.0
37.4 39.0
UKOOA UKOOA
160 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
521 522
28335.8 28335.8
6512.3 834.2
0.2 -0.2
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
522 523
28335.8 28335.8
1776.4 13170.7
0.2 -0.1
61105.8 82934.7
523 500
28335.8 28335.8
13170.7 3310.2
0.1 -0.0
500 524
28335.8 28335.8
1554.4 6000.2
524 525
28335.8 28335.8
525 526
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
32699.1 28894.8
83750.0 83750.0
39.0 34.5
UKOOA UKOOA
58989.9 58989.9
2.129 2.129
2.440 2.440
29526.0 37160.2
83750.0 83750.0
35.3 44.4
UKOOA UKOOA
82934.7 64044.2
58989.9 58989.9
2.129 2.129
2.440 2.440
37160.2 30553.7
83750.0 83750.0
44.4 36.5
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29377.3 32356.0
83750.0 83750.0
35.1 38.6
UKOOA UKOOA
6000.2 4228.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32356.0 31168.8
83750.0 83750.0
38.6 37.2
UKOOA UKOOA
28335.8 28335.8
4228.3 1556.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31168.8 29379.0
83750.0 83750.0
37.2 35.1
UKOOA UKOOA
526 527
28335.8 28335.8
1556.9 186.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29379.0 28460.7
83750.0 83750.0
35.1 34.0
UKOOA UKOOA
527 528
28335.8 28335.8
186.4 31.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28460.7 28357.2
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
528 529
28335.8 28335.8
31.9 8.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28357.2 28341.6
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
529 510
28335.8 28335.8
8.6 2.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28341.6 28337.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
510
28335.8
2.8
0.0
56671.7
58989.9
1.000
1.000
28337.7
83750.0
33.8
UKOOA
161 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
531
28335.8
0.7
-0.0
56671.7
Max Stress Intensity KPa 58989.9
531 532
28335.8 28335.8
0.7 0.3
0.0 -0.0
56671.7 56671.7
532 533
28335.8 28335.8
0.3 0.8
0.0 -0.0
533 534
28335.8 28335.8
0.8 11.9
534 535
28335.8 28335.8
535 536
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28336.3
83750.0
33.8
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.3 28336.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.0 28336.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.4 28343.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
11.9 25.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.8 28352.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28335.8 28335.8
25.1 23.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.7 28351.6
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
536 537
28335.8 28335.8
23.6 13.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.6 28345.0
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
537 520
28335.8 28335.8
13.6 49.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.0 28368.8
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
520 530
28335.8 28335.8
49.1 200.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.8 28470.4
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
550 560
28335.8 28335.8
201.3 62.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.7 28377.5
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
560 561
28335.8 28335.8
62.2 147.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28377.5 28434.9
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
162 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
561 562
28335.8 28335.8
147.8 134.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28434.9 28426.1
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
562 563
28335.8 28335.8
134.8 329.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28426.1 28556.9
83750.0 83750.0
33.9 34.1
UKOOA UKOOA
563 564
28335.8 28335.8
329.9 4407.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28556.9 31288.8
83750.0 83750.0
34.1 37.4
UKOOA UKOOA
564 569
28335.8 28335.8
4407.4 2349.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31288.8 29910.1
83750.0 83750.0
37.4 35.7
UKOOA UKOOA
569 570
28335.8 28335.8
2349.6 20945.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
29910.1 42369.0
83750.0 83750.0
35.7 50.6
UKOOA UKOOA
570 571
28335.8 28335.8
8.0 2.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28341.2 28337.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
571 572
28335.8 28335.8
2.1 0.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28337.3 28336.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
572 573
28335.8 28335.8
0.7 0.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.3 28336.2
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
573 574
28335.8 28335.8
0.6 1.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.2 28337.1
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
574 580
28335.8 28335.8
1.8 15.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28337.1 28346.2
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
163 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
580 590
28335.8 28335.8
20.3 57.7
0.1 -0.1
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
590 591
28335.8 28335.8
31.0 9.0
0.7 -0.7
56671.7 56671.7
591 592
28335.8 28335.8
9.0 3.0
0.7 -0.7
592 593
28335.8 28335.8
3.0 1.4
593 594
28335.8 28335.8
594 595
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 2.300
1.000 2.300
28349.4 28374.5
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28356.6 28341.9
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28341.9 28337.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28337.9 28336.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1.4 11.9
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.8 28343.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
28335.8 28335.8
11.9 25.1
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.8 28352.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
595 596
28335.8 28335.8
25.1 23.2
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.6 28351.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
596 599
28335.8 28335.8
23.2 12.9
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.4 28344.5
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
599 600
28335.8 28335.8
12.9 48.9
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.5 28368.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
600 610
28335.8 28335.8
48.9 200.8
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28470.4
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
630
28335.8
200.8
0.7
56671.7
58989.9
1.000
1.000
28470.4
83750.0
34.0
UKOOA
164 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
640
28335.8
48.9
-0.7
56671.7
Max Stress Intensity KPa 58989.9
640 641
28335.8 28335.8
48.9 23.3
0.7 -0.7
56671.7 56671.7
641 642
28335.8 28335.8
23.3 25.1
0.7 -0.7
642 643
28335.8 28335.8
25.1 12.9
643 644
28335.8 28335.8
644 645
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28368.6
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28351.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.4 28352.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.7 28344.5
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
12.9 39.3
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.5 28362.2
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28335.8 28335.8
39.3 99.3
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28362.2 28402.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
645 299
28335.8 28335.8
99.3 20.6
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28402.4 28349.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
299 280
28335.8 28335.8
20.6 140.5
0.7 -0.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28349.7 28430.0
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
570 575
28335.8 28335.8
9114.5 4425.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
34442.6 31301.2
83750.0 83750.0
41.1 37.4
UKOOA UKOOA
575 576
28335.8 28335.8
4425.9 478.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31301.2 28656.2
83750.0 83750.0
37.4 34.2
UKOOA UKOOA
576 577
28335.8 28335.8
478.2 72.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28656.2 28384.4
83750.0 83750.0
34.2 33.9
UKOOA UKOOA
165 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
577 578
28335.8 28335.8
72.5 129.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28384.4 28422.8
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
578 799
28335.8 28335.8
129.7 100.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28422.8 28403.0
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
799 800
28335.8 28335.8
100.3 86.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28403.0 28393.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
800 810
28335.8 28335.8
86.4 202.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28393.7 28471.6
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
825 830
28335.8 28335.8
201.0 52.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.5 28371.2
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
830 831
28335.8 28335.8
52.7 26.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28371.2 28353.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
831 832
28335.8 28335.8
26.6 26.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.7 28353.5
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
832 833
28335.8 28335.8
26.4 4.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.5 28338.5
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
833 838
28335.8 28335.8
4.0 52.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.5 28371.2
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
838 839
28335.8 28335.8
52.7 159.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28371.2 28443.0
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
166 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
839 841
28335.8 28335.8
159.9 1080.2
0.0 -0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
841 842
28335.8 28335.8
1080.2 2765.5
0.0 -0.0
56671.7 56671.7
842 843
28335.8 28335.8
2765.5 3557.8
0.0 -0.0
843 844
28335.8 28335.8
3557.8 2216.9
844 845
28335.8 28335.8
845 835
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28443.0 29059.6
83750.0 83750.0
34.0 34.7
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
29059.6 30188.7
83750.0 83750.0
34.7 36.0
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30188.7 30719.6
83750.0 83750.0
36.0 36.7
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30719.6 29821.2
83750.0 83750.0
36.7 35.6
UKOOA UKOOA
5684.1 11146.3
0.0 -0.1
68731.8 78938.6
58989.9 58989.9
2.564 2.564
2.938 2.938
32144.2 35803.8
83750.0 83750.0
38.4 42.8
UKOOA UKOOA
28335.8 28335.8
11146.3 3151.5
0.1 -0.1
78938.6 63999.3
58989.9 58989.9
2.564 2.564
2.938 2.938
35803.8 30447.3
83750.0 83750.0
42.8 36.4
UKOOA UKOOA
835 837
28335.8 28335.8
1229.1 4641.0
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29159.4 31445.3
83750.0 83750.0
34.8 37.5
UKOOA UKOOA
837 846
28335.8 28335.8
4641.0 2392.4
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31445.3 29938.7
83750.0 83750.0
37.5 35.7
UKOOA UKOOA
846 847
28335.8 28335.8
2392.4 2411.7
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29938.7 29951.7
83750.0 83750.0
35.7 35.8
UKOOA UKOOA
847 848
28335.8 28335.8
2411.7 4673.0
0.1 -0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29951.7 31466.7
83750.0 83750.0
35.8 37.6
UKOOA UKOOA
848
28335.8
4673.0
0.1
56671.7
58989.9
1.000
1.000
31466.7
83750.0
37.6
UKOOA
167 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
849
28335.8
1206.0
-0.1
56671.7
Max Stress Intensity KPa 58989.9
849 850
28335.8 28335.8
3092.2 11155.5
0.1 -0.2
63888.5 78955.9
850 836
28335.8 28335.8
11155.5 5754.3
0.2 -0.3
836 851
28335.8 28335.8
2244.3 3529.7
851 852
28335.8 28335.8
852 853
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
29143.9
83750.0
34.8
UKOOA
58989.9 58989.9
2.564 2.564
2.938 2.938
30407.6 35810.1
83750.0 83750.0
36.3 42.8
UKOOA UKOOA
78955.9 68862.9
58989.9 58989.9
2.564 2.564
2.938 2.938
35810.1 32191.2
83750.0 83750.0
42.8 38.4
UKOOA UKOOA
0.3 -0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29839.5 30700.8
83750.0 83750.0
35.6 36.7
UKOOA UKOOA
3529.7 2758.8
0.3 -0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30700.8 30184.3
83750.0 83750.0
36.7 36.0
UKOOA UKOOA
28335.8 28335.8
2758.8 1098.9
0.3 -0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30184.3 29072.1
83750.0 83750.0
36.0 34.7
UKOOA UKOOA
853 854
28335.8 28335.8
1098.9 112.6
0.3 -0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29072.1 28411.3
83750.0 83750.0
34.7 33.9
UKOOA UKOOA
854 855
28335.8 28335.8
112.6 32.8
0.3 -0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28411.3 28357.8
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
855 840
28335.8 28335.8
32.8 28.8
0.3 -0.3
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28357.8 28355.1
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
840 856
28335.8 28335.8
5.3 0.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28339.4 28336.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
856 857
28335.8 28335.8
0.7 8.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.3 28341.2
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
168 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
857 139
28335.8 28335.8
8.1 9.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28341.2 28342.5
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
139 140
28335.8 28335.8
9.9 27.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28342.5 28354.5
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
840 900
28335.8 28335.8
7.1 10.0
0.9 -0.9
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28340.6 28342.6
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
900 901
28335.8 28335.8
1.9 0.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28337.1 28336.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
901 902
28335.8 28335.8
0.8 2.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.4 28337.6
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
902 903
28335.8 28335.8
2.6 9.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28337.6 28342.5
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
903 904
28335.8 28335.8
9.9 40.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28342.5 28362.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
904 910
28335.8 28335.8
40.1 345.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28362.7 28567.4
83750.0 83750.0
33.9 34.1
UKOOA UKOOA
910 911
28335.8 28335.8
1724.1 145.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29491.0 28433.2
83750.0 83750.0
35.2 34.0
UKOOA UKOOA
911 912
28335.8 28335.8
145.4 684.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28433.2 28794.2
83750.0 83750.0
34.0 34.4
UKOOA UKOOA
169 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
912 913
28335.8 28335.8
684.2 4182.8
0.0 -0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
913 914
28335.8 28335.8
4182.8 6891.8
0.0 -0.0
56671.7 56671.7
914 915
28335.8 28335.8
6891.8 401.3
0.0 -0.0
915 916
28335.8 28335.8
854.6 12248.5
916 920
28335.8 28335.8
920 921
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28794.2 31138.3
83750.0 83750.0
34.4 37.2
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
31138.3 32953.3
83750.0 83750.0
37.2 39.3
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32953.3 28604.7
83750.0 83750.0
39.3 34.2
UKOOA UKOOA
0.0 -0.0
59339.9 81167.9
58989.9 58989.9
2.129 2.129
2.440 2.440
28908.4 36542.3
83750.0 83750.0
34.5 43.6
UKOOA UKOOA
12248.5 5491.6
0.0 -0.0
81167.9 68223.3
58989.9 58989.9
2.129 2.129
2.440 2.440
36542.3 32015.2
83750.0 83750.0
43.6 38.2
UKOOA UKOOA
28335.8 28335.8
2578.9 4788.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30063.7 31544.1
83750.0 83750.0
35.9 37.7
UKOOA UKOOA
921 922
28335.8 28335.8
4788.4 3647.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31544.1 30779.4
83750.0 83750.0
37.7 36.8
UKOOA UKOOA
922 923
28335.8 28335.8
3647.1 1423.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30779.4 29289.5
83750.0 83750.0
36.8 35.0
UKOOA UKOOA
923 924
28335.8 28335.8
1423.3 165.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29289.5 28446.9
83750.0 83750.0
35.0 34.0
UKOOA UKOOA
924 925
28335.8 28335.8
165.7 58.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28446.9 28375.3
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
925
28335.8
58.9
0.0
56671.7
58989.9
1.000
1.000
28375.3
83750.0
33.9
UKOOA
170 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
926
28335.8
93.7
-0.0
56671.7
Max Stress Intensity KPa 58989.9
926 930
28335.8 28335.8
93.7 728.9
0.0 -0.0
56671.7 56671.7
930 931
28335.8 28335.8
78.3 30.7
-0.0 0.0
931 932
28335.8 28335.8
30.7 16.2
932 933
28335.8 28335.8
933 934
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28398.6
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 2.300
1.000 2.300
28398.6 28824.2
83750.0 83750.0
33.9 34.4
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28388.3 28356.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28356.4 28346.7
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
16.2 35.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28346.7 28359.5
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28335.8 28335.8
35.2 178.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28359.5 28455.4
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
934 935
28335.8 28335.8
178.4 1521.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28455.4 29355.0
83750.0 83750.0
34.0 35.1
UKOOA UKOOA
935 936
28335.8 28335.8
1521.2 4061.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29355.0 31056.8
83750.0 83750.0
35.1 37.1
UKOOA UKOOA
936 937
28335.8 28335.8
4061.2 5640.3
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31056.8 32114.8
83750.0 83750.0
37.1 38.3
UKOOA UKOOA
937 938
28335.8 28335.8
5640.3 1885.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32114.8 29599.2
83750.0 83750.0
38.3 35.3
UKOOA UKOOA
938 939
28335.8 28335.8
4015.5 12944.2
-0.0 -0.0
65395.3 82500.8
58989.9 58989.9
2.129 2.129
2.440 2.440
31026.2 37008.5
83750.0 83750.0
37.0 44.2
UKOOA UKOOA
171 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
939 940
28335.8 28335.8
12944.2 984.4
0.0 -0.0
82500.8 59588.5
58989.9 58989.9
2.129 2.129
2.440 2.440
37008.5 28995.4
83750.0 83750.0
44.2 34.6
UKOOA UKOOA
940 941
28335.8 28335.8
462.3 6648.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28645.6 32790.5
83750.0 83750.0
34.2 39.2
UKOOA UKOOA
941 942
28335.8 28335.8
6648.7 4426.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32790.5 31301.7
83750.0 83750.0
39.2 37.4
UKOOA UKOOA
942 943
28335.8 28335.8
4426.6 1564.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31301.7 29384.1
83750.0 83750.0
37.4 35.1
UKOOA UKOOA
943 944
28335.8 28335.8
1564.6 107.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29384.1 28408.1
83750.0 83750.0
35.1 33.9
UKOOA UKOOA
944 945
28335.8 28335.8
107.9 219.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28408.1 28483.2
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
945 950
28335.8 28335.8
219.9 2280.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28483.2 29864.0
83750.0 83750.0
34.0 35.7
UKOOA UKOOA
950 951
28335.8 28335.8
175.5 43.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28453.4 28365.2
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
951 960
28335.8 28335.8
43.9 35.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28365.2 28359.9
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
960 961
28335.8 28335.8
7.0 2.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28340.5 28337.6
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
172 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
961 962
28335.8 28335.8
2.7 0.9
-0.0 0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
962 963
28335.8 28335.8
0.9 0.4
-0.0 0.0
56671.7 56671.7
963 964
28335.8 28335.8
0.4 1.0
-0.0 0.0
964 965
28335.8 28335.8
1.0 12.1
965 966
28335.8 28335.8
966 967
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28337.6 28336.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.4 28336.1
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.1 28336.5
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.5 28344.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
12.1 26.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.0 28353.4
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28335.8 28335.8
26.2 26.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.4 28353.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
967 969
28335.8 28335.8
26.1 14.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.4 28345.6
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
969 970
28335.8 28335.8
14.6 48.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.6 28368.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
970 980
28335.8 28335.8
48.9 214.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28479.3
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
1000 1010
28335.8 28335.8
202.0 285.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28471.2 28527.1
83750.0 83750.0
34.0 34.1
UKOOA UKOOA
1010
28335.8
285.4
-0.0
56671.7
58989.9
1.000
1.000
28527.1
83750.0
34.1
UKOOA
173 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1011
28335.8
274.8
0.0
56671.7
Max Stress Intensity KPa 58989.9
1011 1012
28335.8 28335.8
274.8 1317.4
-0.0 0.0
56671.7 56671.7
1012 1013
28335.8 28335.8
1317.4 2857.5
-0.0 0.0
1013 1014
28335.8 28335.8
2857.5 2613.9
1014 82
28335.8 28335.8
82 80
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28519.9
83750.0
34.1
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28519.9 29218.5
83750.0 83750.0
34.1 34.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29218.5 30250.4
83750.0 83750.0
34.9 36.1
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30250.4 30087.2
83750.0 83750.0
36.1 35.9
UKOOA UKOOA
2613.9 4799.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30087.2 31551.6
83750.0 83750.0
35.9 37.7
UKOOA UKOOA
28335.8 28335.8
4799.7 12213.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31551.6 36518.7
83750.0 83750.0
37.7 43.6
UKOOA UKOOA
440 446
28335.8 28335.8
174.3 67.5
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28452.6 28381.1
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
446 447
28335.8 28335.8
67.5 27.7
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28381.1 28354.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
447 448
28335.8 28335.8
27.7 12.4
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28354.4 28344.1
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
448 449
28335.8 28335.8
12.4 25.1
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.1 28352.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
449 451
28335.8 28335.8
25.1 23.2
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.7 28351.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
174 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
451 1199
28335.8 28335.8
23.2 12.9
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.4 28344.5
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
1199 1200
28335.8 28335.8
12.9 48.9
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.5 28368.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
1200 1210
28335.8 28335.8
48.9 200.8
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28470.4
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
1230 1240
28335.8 28335.8
200.8 48.8
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.4 28368.6
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
1240 1241
28335.8 28335.8
48.8 23.2
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.6 28351.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1241 1242
28335.8 28335.8
23.2 25.2
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28351.4 28352.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1242 1243
28335.8 28335.8
25.2 14.1
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.7 28345.3
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
1243 1244
28335.8 28335.8
14.1 86.2
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.3 28393.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
1244 1250
28335.8 28335.8
86.2 1331.5
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28393.6 29227.9
83750.0 83750.0
33.9 34.9
UKOOA UKOOA
1250 1260
28335.8 28335.8
95.2 37.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28399.6 28360.7
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
175 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1260 1261
28335.8 28335.8
25.4 7.2
-0.0 0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
1261 1262
28335.8 28335.8
7.2 3.2
-0.0 0.0
56671.7 56671.7
1262 1263
28335.8 28335.8
3.2 5.7
-0.0 0.0
1263 1264
28335.8 28335.8
5.7 19.7
1264 1270
28335.8 28335.8
1270 1280
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28352.9 28340.6
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28340.6 28338.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.0 28339.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28339.7 28349.1
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
19.7 162.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28349.1 28444.5
83750.0 83750.0
33.8 34.0
UKOOA UKOOA
28335.8 28335.8
183.3 91.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28458.7 28396.9
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
1280 1281
28335.8 28335.8
91.2 185.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28396.9 28459.9
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
1281 1282
28335.8 28335.8
185.2 1539.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28459.9 29367.1
83750.0 83750.0
34.0 35.1
UKOOA UKOOA
1282 1283
28335.8 28335.8
1539.2 4217.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29367.1 31161.6
83750.0 83750.0
35.1 37.2
UKOOA UKOOA
1283 1284
28335.8 28335.8
4217.5 6074.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31161.6 32405.5
83750.0 83750.0
37.2 38.7
UKOOA UKOOA
1284
28335.8
6074.2
0.0
56671.7
58989.9
1.000
1.000
32405.5
83750.0
38.7
UKOOA
176 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1285
28335.8
1249.0
-0.0
56671.7
Max Stress Intensity KPa 58989.9
1285 1286
28335.8 28335.8
2659.7 12906.7
0.0 -0.0
62798.1 82429.0
1286 1290
28335.8 28335.8
12906.7 2318.8
0.0 -0.0
1290 1291
28335.8 28335.8
1088.9 6187.7
1291 1292
28335.8 28335.8
1292 1293
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
29172.7
83750.0
34.8
UKOOA
58989.9 58989.9
2.129 2.129
2.440 2.440
30117.9 36983.4
83750.0 83750.0
36.0 44.2
UKOOA UKOOA
82429.0 62145.0
58989.9 58989.9
2.129 2.129
2.440 2.440
36983.4 29889.5
83750.0 83750.0
44.2 35.7
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29065.4 32481.6
83750.0 83750.0
34.7 38.8
UKOOA UKOOA
6187.7 4250.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32481.6 31183.6
83750.0 83750.0
38.8 37.2
UKOOA UKOOA
28335.8 28335.8
4250.4 1511.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31183.6 29348.5
83750.0 83750.0
37.2 35.0
UKOOA UKOOA
1293 1294
28335.8 28335.8
1511.4 263.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29348.5 28512.7
83750.0 83750.0
35.0 34.0
UKOOA UKOOA
1294 1295
28335.8 28335.8
263.9 107.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28512.7 28407.5
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
1295 1300
28335.8 28335.8
107.0 187.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28407.5 28461.7
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
1300 1310
28335.8 28335.8
187.9 1139.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28461.7 29099.5
83750.0 83750.0
34.0 34.7
UKOOA UKOOA
1310 1311
28335.8 28335.8
102.4 32.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28404.4 28357.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
177 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1311 1313
28335.8 28335.8
32.2 11.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28357.4 28343.4
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
1313 1315
28335.8 28335.8
11.3 3.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.4 28338.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1315 1317
28335.8 28335.8
3.6 1.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.3 28336.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1317 1321
28335.8 28335.8
1.3 1.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.7 28336.5
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1321 1322
28335.8 28335.8
1.0 12.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.5 28343.9
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1322 1323
28335.8 28335.8
12.0 25.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.9 28353.0
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
1323 1324
28335.8 28335.8
25.6 24.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.0 28352.0
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1324 1325
28335.8 28335.8
24.1 12.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.0 28344.1
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
1325 1312
28335.8 28335.8
12.3 48.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28344.1 28368.5
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
1312 1314
28335.8 28335.8
48.7 195.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.5 28466.8
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
178 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1318 1319
28335.8 28335.8
197.3 48.6
0.0 -0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
1319 1326
28335.8 28335.8
48.6 20.1
0.0 -0.0
56671.7 56671.7
1326 1327
28335.8 28335.8
20.1 24.2
0.0 -0.0
1327 1328
28335.8 28335.8
24.2 20.4
1328 1329
28335.8 28335.8
1329 1320
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28468.0 28368.4
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28368.4 28349.3
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28349.3 28352.1
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28352.1 28349.5
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
20.4 98.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28349.5 28402.1
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
28335.8 28335.8
98.9 464.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28402.1 28646.9
83750.0 83750.0
33.9 34.2
UKOOA UKOOA
1320 1331
28335.8 28335.8
464.3 490.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28646.9 28664.2
83750.0 83750.0
34.2 34.2
UKOOA UKOOA
1331 1330
28335.8 28335.8
490.1 3322.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28664.2 30561.9
83750.0 83750.0
34.2 36.5
UKOOA UKOOA
1330 1332
28335.8 28335.8
1840.3 654.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29568.9 28774.5
83750.0 83750.0
35.3 34.4
UKOOA UKOOA
1332 1333
28335.8 28335.8
654.7 92.3
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28774.5 28397.7
83750.0 83750.0
34.4 33.9
UKOOA UKOOA
1333
28335.8
92.3
-0.0
56671.7
58989.9
1.000
1.000
28397.7
83750.0
33.9
UKOOA
179 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1334
28335.8
1229.3
0.0
56671.7
Max Stress Intensity KPa 58989.9
1334 1335
28335.8 28335.8
1229.3 3156.7
-0.0 0.0
56671.7 56671.7
1335 1336
28335.8 28335.8
3156.7 4302.7
-0.0 0.0
1336 1337
28335.8 28335.8
4302.7 1754.2
1337 1338
28335.8 28335.8
1338 1340
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
29159.5
83750.0
34.8
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
29159.5 30450.8
83750.0 83750.0
34.8 36.4
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30450.8 31218.6
83750.0 83750.0
36.4 37.3
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31218.6 29511.2
83750.0 83750.0
37.3 35.2
UKOOA UKOOA
3735.5 10352.3
-0.0 0.0
64859.1 77535.3
58989.9 58989.9
2.129 2.129
2.440 2.440
30838.7 35271.9
83750.0 83750.0
36.8 42.1
UKOOA UKOOA
28335.8 28335.8
10352.3 229.1
-0.0 -0.0
77535.3 58141.6
58989.9 58989.9
2.129 2.129
2.440 2.440
35271.9 28489.4
83750.0 83750.0
42.1 34.0
UKOOA UKOOA
1340 1341
28335.8 28335.8
107.6 5468.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28407.9 31999.8
83750.0 83750.0
33.9 38.2
UKOOA UKOOA
1341 1351
28335.8 28335.8
5468.6 3551.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31999.8 30715.2
83750.0 83750.0
38.2 36.7
UKOOA UKOOA
1351 1352
28335.8 28335.8
3551.2 1174.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30715.2 29122.5
83750.0 83750.0
36.7 34.8
UKOOA UKOOA
1352 1353
28335.8 28335.8
1174.1 81.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29122.5 28390.5
83750.0 83750.0
34.8 33.9
UKOOA UKOOA
1353 1354
28335.8 28335.8
81.6 203.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28390.5 28472.3
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
180 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1354 1355
28335.8 28335.8
203.6 113.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28472.3 28411.6
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
1355 1356
28335.8 28335.8
113.0 78.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28411.6 28388.3
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1356 1342
28335.8 28335.8
78.3 65.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28388.3 28379.9
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1342 1343
28335.8 28335.8
65.8 195.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28379.9 28466.8
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
1345 1346
28335.8 28335.8
198.5 81.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28468.8 28390.3
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
1346 1357
28335.8 28335.8
81.3 22.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28390.3 28350.9
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1357 1358
28335.8 28335.8
22.4 183.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28350.9 28458.6
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
1358 1347
28335.8 28335.8
183.2 1677.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28458.6 29459.6
83750.0 83750.0
34.0 35.2
UKOOA UKOOA
1347 1348
28335.8 28335.8
452.3 191.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28638.9 28464.2
83750.0 83750.0
34.2 34.0
UKOOA UKOOA
1348 1349
28335.8 28335.8
191.5 807.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28464.2 28876.9
83750.0 83750.0
34.0 34.5
UKOOA UKOOA
181 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1349 1359
28335.8 28335.8
807.6 3271.6
-0.0 0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
1359 1361
28335.8 28335.8
3271.6 5200.2
-0.0 0.0
56671.7 56671.7
1361 1362
28335.8 28335.8
5200.2 44.0
-0.0 0.0
1362 1363
28335.8 28335.8
93.8 9635.0
1363 1350
28335.8 28335.8
1350 1364
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28876.9 30527.8
83750.0 83750.0
34.5 36.5
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
30527.8 31820.0
83750.0 83750.0
36.5 38.0
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31820.0 28365.3
83750.0 83750.0
38.0 33.9
UKOOA UKOOA
-0.0 0.0
57882.3 76161.2
58989.9 58989.9
2.129 2.129
2.440 2.440
28398.7 34791.3
83750.0 83750.0
33.9 41.5
UKOOA UKOOA
9635.0 3709.9
-0.0 0.0
76161.2 64809.9
58989.9 58989.9
2.129 2.129
2.440 2.440
34791.3 30821.4
83750.0 83750.0
41.5 36.8
UKOOA UKOOA
28335.8 28335.8
1742.1 3918.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29503.1 30961.4
83750.0 83750.0
35.2 37.0
UKOOA UKOOA
1364 1365
28335.8 28335.8
3918.7 2791.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30961.4 30206.1
83750.0 83750.0
37.0 36.1
UKOOA UKOOA
1365 1366
28335.8 28335.8
2791.5 789.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30206.1 28864.6
83750.0 83750.0
36.1 34.5
UKOOA UKOOA
1366 1367
28335.8 28335.8
789.2 506.0
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28864.6 28674.9
83750.0 83750.0
34.5 34.2
UKOOA UKOOA
1367 1360
28335.8 28335.8
506.0 9755.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28674.9 34872.1
83750.0 83750.0
34.2 41.6
UKOOA UKOOA
1360
28335.8
548.4
0.0
56671.7
58989.9
1.000
1.000
28703.3
83750.0
34.3
UKOOA
182 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1370
28335.8
200.7
-0.0
56671.7
Max Stress Intensity KPa 58989.9
1370 1371
28335.8 28335.8
200.7 65.4
0.0 -0.0
56671.7 56671.7
1371 1372
28335.8 28335.8
65.4 144.5
0.0 -0.0
1372 1373
28335.8 28335.8
144.5 1155.7
1373 1374
28335.8 28335.8
1374 1379
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28470.3
83750.0
34.0
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.3 28379.7
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28379.7 28432.6
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28432.6 29110.1
83750.0 83750.0
33.9 34.8
UKOOA UKOOA
1155.7 3007.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29110.1 30351.1
83750.0 83750.0
34.8 36.2
UKOOA UKOOA
28335.8 28335.8
3007.8 4020.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30351.1 31029.7
83750.0 83750.0
36.2 37.1
UKOOA UKOOA
1379 1381
28335.8 28335.8
4020.6 1904.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31029.7 29611.8
83750.0 83750.0
37.1 35.4
UKOOA UKOOA
1381 1382
28335.8 28335.8
4882.9 11298.9
0.0 0.0
67234.7 79223.8
58989.9 58989.9
2.564 2.564
2.938 2.938
31607.4 35906.1
83750.0 83750.0
37.7 42.9
UKOOA UKOOA
1382 1375
28335.8 28335.8
11298.9 4061.5
-0.0 0.0
79223.8 65699.8
58989.9 58989.9
2.564 2.564
2.938 2.938
35906.1 31057.0
83750.0 83750.0
42.9 37.1
UKOOA UKOOA
1375 1377
28335.8 28335.8
1584.0 4376.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29397.2 31268.0
83750.0 83750.0
35.1 37.3
UKOOA UKOOA
1377 1378
28335.8 28335.8
4376.4 2470.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31268.0 29991.1
83750.0 83750.0
37.3 35.8
UKOOA UKOOA
183 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1378 1383
28335.8 28335.8
2470.6 3022.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29991.1 30361.0
83750.0 83750.0
35.8 36.3
UKOOA UKOOA
1383 1384
28335.8 28335.8
3022.6 5346.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30361.0 31918.2
83750.0 83750.0
36.3 38.1
UKOOA UKOOA
1384 1385
28335.8 28335.8
5346.8 865.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31918.2 28915.4
83750.0 83750.0
38.1 34.5
UKOOA UKOOA
1385 1386
28335.8 28335.8
2218.0 11541.0
-0.0 0.0
62255.0 79676.3
58989.9 58989.9
2.564 2.564
2.938 2.938
29821.9 36068.3
83750.0 83750.0
35.6 43.1
UKOOA UKOOA
1386 1376
28335.8 28335.8
11541.0 6966.2
-0.0 0.0
79676.3 71127.6
58989.9 58989.9
2.564 2.564
2.938 2.938
36068.3 33003.2
83750.0 83750.0
43.1 39.4
UKOOA UKOOA
1376 1387
28335.8 28335.8
2716.9 3164.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30156.2 30455.9
83750.0 83750.0
36.0 36.4
UKOOA UKOOA
1387 1388
28335.8 28335.8
3164.2 2616.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30455.9 30088.7
83750.0 83750.0
36.4 35.9
UKOOA UKOOA
1388 1389
28335.8 28335.8
2616.2 1079.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30088.7 29059.4
83750.0 83750.0
35.9 34.7
UKOOA UKOOA
1389 1391
28335.8 28335.8
1079.9 103.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29059.4 28405.3
83750.0 83750.0
34.7 33.9
UKOOA UKOOA
1391 1392
28335.8 28335.8
103.6 18.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28405.3 28348.3
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
184 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1392 1393
28335.8 28335.8
18.6 4.0
-0.0 0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
1393 1394
28335.8 28335.8
4.0 2.2
-0.0 0.0
56671.7 56671.7
1394 1395
28335.8 28335.8
2.2 5.8
-0.0 0.0
1395 1396
28335.8 28335.8
5.8 21.1
1396 1397
28335.8 28335.8
1397 1380
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28348.3 28338.5
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.5 28337.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28337.3 28339.7
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28339.7 28350.0
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
21.1 90.0
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28350.0 28396.1
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
28335.8 28335.8
90.0 779.3
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 2.300
1.000 2.300
28396.1 28858.0
83750.0 83750.0
33.9 34.5
UKOOA UKOOA
1380 1398
28335.8 28335.8
1489.2 611.7
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29333.6 28745.7
83750.0 83750.0
35.0 34.3
UKOOA UKOOA
1398 1399
28335.8 28335.8
611.7 79.6
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28745.7 28389.2
83750.0 83750.0
34.3 33.9
UKOOA UKOOA
1399 1401
28335.8 28335.8
79.6 33.7
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28389.2 28358.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1401 1402
28335.8 28335.8
33.7 33.6
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28358.4 28358.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1402
28335.8
33.6
-0.1
56671.7
58989.9
1.000
1.000
28358.4
83750.0
33.9
UKOOA
185 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1403
28335.8
20.9
0.1
56671.7
Max Stress Intensity KPa 58989.9
1403 1390
28335.8 28335.8
20.9 114.2
-0.1 0.1
56671.7 56671.7
1390 1400
28335.8 28335.8
49.7 199.7
-0.1 0.1
1420 1430
28335.8 28335.8
200.2 55.2
1430 1431
28335.8 28335.8
1431 1432
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28349.9
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 2.300
1.000 2.300
28349.9 28412.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28369.1 28469.6
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28470.0 28372.8
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
55.2 1353.9
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28372.8 29242.9
83750.0 83750.0
33.9 34.9
UKOOA UKOOA
28335.8 28335.8
1353.9 3601.2
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29242.9 30748.6
83750.0 83750.0
34.9 36.7
UKOOA UKOOA
1432 1433
28335.8 28335.8
3601.2 3997.4
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30748.6 31014.1
83750.0 83750.0
36.7 37.0
UKOOA UKOOA
1433 1434
28335.8 28335.8
8512.4 10885.6
-0.1 -0.3
74010.5 78557.0
58989.9 58989.9
2.129 2.129
2.440 2.440
34039.2 35629.2
83750.0 83750.0
40.6 42.5
UKOOA UKOOA
1434 1440
28335.8 28335.8
10885.6 4438.5
0.3 0.1
78557.0 66205.8
58989.9 58989.9
2.129 2.129
2.440 2.440
35629.2 31309.6
83750.0 83750.0
42.5 37.4
UKOOA UKOOA
1440 1441
28335.8 28335.8
2084.3 7254.3
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29732.3 33196.2
83750.0 83750.0
35.5 39.6
UKOOA UKOOA
1441 1442
28335.8 28335.8
7254.3 4261.3
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
33196.2 31190.9
83750.0 83750.0
39.6 37.2
UKOOA UKOOA
186 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1442 1443
28335.8 28335.8
4261.3 1229.7
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31190.9 29159.7
83750.0 83750.0
37.2 34.8
UKOOA UKOOA
1443 1444
28335.8 28335.8
1229.7 309.1
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29159.7 28542.9
83750.0 83750.0
34.8 34.1
UKOOA UKOOA
1444 1445
28335.8 28335.8
309.1 348.5
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28542.9 28569.4
83750.0 83750.0
34.1 34.1
UKOOA UKOOA
1445 1446
28335.8 28335.8
348.5 1102.4
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28569.4 29074.5
83750.0 83750.0
34.1 34.7
UKOOA UKOOA
1446 1447
28335.8 28335.8
1102.4 4308.0
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29074.5 31222.2
83750.0 83750.0
34.7 37.3
UKOOA UKOOA
1447 1448
28335.8 28335.8
4308.0 7998.5
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31222.2 33694.8
83750.0 83750.0
37.3 40.2
UKOOA UKOOA
1448 1449
28335.8 28335.8
7998.5 4248.7
-0.1 0.1
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
33694.8 31182.5
83750.0 83750.0
40.2 37.2
UKOOA UKOOA
1449 1451
28335.8 28335.8
10893.6 5580.7
-0.1 0.2
78466.5 68538.6
58989.9 58989.9
2.564 2.564
2.938 2.938
35634.6 32074.9
83750.0 83750.0
42.5 38.3
UKOOA UKOOA
1451 1450
28335.8 28335.8
5580.7 4973.3
-0.2 0.3
68538.6 67403.7
58989.9 58989.9
2.564 2.564
2.938 2.938
32074.9 31668.0
83750.0 83750.0
38.3 37.8
UKOOA UKOOA
1450 1452
28335.8 28335.8
1939.7 3608.7
-0.3 0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29635.4 30753.7
83750.0 83750.0
35.4 36.7
UKOOA UKOOA
187 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1452 1453
28335.8 28335.8
3608.7 2747.7
-0.3 0.3
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
1453 1454
28335.8 28335.8
2747.7 1072.8
-0.3 0.3
56671.7 56671.7
1454 1455
28335.8 28335.8
1072.8 119.6
-0.3 0.3
1455 1456
28335.8 28335.8
119.6 31.7
1456 1457
28335.8 28335.8
1457 538
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
30753.7 30176.8
83750.0 83750.0
36.7 36.0
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
30176.8 29054.7
83750.0 83750.0
36.0 34.7
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29054.7 28416.0
83750.0 83750.0
34.7 33.9
UKOOA UKOOA
-0.3 0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28416.0 28357.1
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
31.7 27.7
-0.3 0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28357.1 28354.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
28335.8 28335.8
27.7 1.9
-0.3 0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28354.4 28337.1
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
538 490
28335.8 28335.8
1.9 31.5
-0.3 0.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28337.1 28356.9
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
145 166
28335.8 28335.8
154.4 1082.3
3.5 -3.5
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28439.3 29061.0
83750.0 83750.0
34.0 34.7
UKOOA UKOOA
166 167
28335.8 28335.8
1082.3 2082.4
3.5 -3.5
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29061.0 29731.1
83750.0 83750.0
34.7 35.5
UKOOA UKOOA
167 168
28335.8 28335.8
4434.5 1020.3
3.5 -1.6
66198.1 59657.2
58989.9 58989.9
2.129 2.129
2.440 2.440
31306.9 29019.4
83750.0 83750.0
37.4 34.7
UKOOA UKOOA
168
28335.8
1020.3
1.6
59657.2
58989.9
2.129
2.440
29019.4
83750.0
34.7
UKOOA
188 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
2145
28335.8
4134.0
-0.0
65622.5
Max Stress Intensity KPa 58989.9
2145 2154
28335.8 28335.8
1941.3 1207.4
0.0 -0.0
56671.7 56671.7
2154 2155
28335.8 28335.8
1207.4 130.5
0.0 -0.0
210 214
28335.8 28335.8
3884.7 1175.0
214 215
28335.8 28335.8
215 216
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129
2.440
31105.6
83750.0
37.1
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
29636.5 29144.8
83750.0 83750.0
35.4 34.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29144.8 28423.3
83750.0 83750.0
34.8 33.9
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30938.6 29123.1
83750.0 83750.0
36.9 34.8
UKOOA UKOOA
1175.0 1557.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29123.1 29379.1
83750.0 83750.0
34.8 35.1
UKOOA UKOOA
28335.8 28335.8
1557.2 793.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29379.1 28867.4
83750.0 83750.0
35.1 34.5
UKOOA UKOOA
216 217
28335.8 28335.8
793.3 47.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28867.4 28367.5
83750.0 83750.0
34.5 33.9
UKOOA UKOOA
217 218
28335.8 28335.8
47.2 11.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28367.5 28343.4
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
218 221
28335.8 28335.8
11.2 3.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.4 28338.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
221 222
28335.8 28335.8
3.3 1.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.0 28336.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
222 223
28335.8 28335.8
1.4 14.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28336.8 28345.3
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
189 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
223 224
28335.8 28335.8
14.1 15.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.3 28346.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
224 225
28335.8 28335.8
15.2 18.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28346.0 28348.2
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
225 2209
28335.8 28335.8
18.4 75.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28348.2 28386.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
2209 2210
28335.8 28335.8
75.9 133.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28386.7 28425.2
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
270 301
28335.8 28335.8
569.2 846.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28717.2 28902.9
83750.0 83750.0
34.3 34.5
UKOOA UKOOA
301 302
28335.8 28335.8
846.3 456.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28902.9 28641.6
83750.0 83750.0
34.5 34.2
UKOOA UKOOA
302 3269
28335.8 28335.8
456.3 240.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28641.6 28496.9
83750.0 83750.0
34.2 34.0
UKOOA UKOOA
3269 3270
28335.8 28335.8
240.4 133.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28496.9 28425.2
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
350 419
28335.8 28335.8
50.8 836.6
-2.2 2.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28369.9 28896.4
83750.0 83750.0
33.9 34.5
UKOOA UKOOA
419 421
28335.8 28335.8
836.6 2029.4
-2.2 2.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28896.4 29695.5
83750.0 83750.0
34.5 35.5
UKOOA UKOOA
190 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
421 422
28335.8 28335.8
4321.5 981.4
-2.2 0.8
65981.7 59582.6
Max Stress Intensity KPa 58989.9 58989.9
422 3350
28335.8 28335.8
981.4 4162.6
-0.8 -0.0
59582.6 65677.2
3350 3359
28335.8 28335.8
1954.7 1215.7
0.0 -0.0
3359 3360
28335.8 28335.8
1215.7 130.9
370 423
28335.8 28335.8
423 424
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129 2.129
2.440 2.440
31231.3 28993.4
83750.0 83750.0
37.3 34.6
UKOOA UKOOA
58989.9 58989.9
2.129 2.129
2.440 2.440
28993.4 31124.8
83750.0 83750.0
34.6 37.2
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29645.5 29150.4
83750.0 83750.0
35.4 34.8
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29150.4 28423.5
83750.0 83750.0
34.8 33.9
UKOOA UKOOA
29.0 917.7
-2.2 2.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28355.3 28950.7
83750.0 83750.0
33.9 34.6
UKOOA UKOOA
28335.8 28335.8
917.7 2070.8
-2.2 2.2
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28950.7 29723.3
83750.0 83750.0
34.6 35.5
UKOOA UKOOA
424 425
28335.8 28335.8
4409.7 1014.3
-2.2 0.8
66150.7 59645.8
58989.9 58989.9
2.129 2.129
2.440 2.440
31290.4 29015.4
83750.0 83750.0
37.4 34.6
UKOOA UKOOA
425 4370
28335.8 28335.8
1014.3 4154.7
-0.8 -0.0
59645.8 65662.1
58989.9 58989.9
2.129 2.129
2.440 2.440
29015.4 31119.5
83750.0 83750.0
34.6 37.2
UKOOA UKOOA
4370 4379
28335.8 28335.8
1951.0 1213.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29643.0 29148.8
83750.0 83750.0
35.4 34.8
UKOOA UKOOA
4379 4380
28335.8 28335.8
1213.4 130.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29148.8 28423.5
83750.0 83750.0
34.8 33.9
UKOOA UKOOA
580
28335.8
26.9
0.0
56671.7
58989.9
1.000
1.000
28353.9
83750.0
33.9
UKOOA
191 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
581
28335.8
47.9
-0.0
56671.7
Max Stress Intensity KPa 58989.9
581 582
28335.8 28335.8
47.9 36.6
0.0 -0.0
56671.7 56671.7
582 583
28335.8 28335.8
36.6 17.2
0.0 -0.0
583 584
28335.8 28335.8
17.2 14.8
584 585
28335.8 28335.8
585 586
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28367.9
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28367.9 28360.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28360.4 28347.4
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28347.4 28345.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
14.8 14.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.8 28345.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
28335.8 28335.8
14.8 18.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.8 28348.2
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
586 4579
28335.8 28335.8
18.4 75.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28348.2 28386.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
4579 4580
28335.8 28335.8
75.9 133.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28386.7 28425.2
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
590 597
28335.8 28335.8
55.6 941.7
-3.7 3.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28373.1 28966.8
83750.0 83750.0
33.9 34.6
UKOOA UKOOA
597 598
28335.8 28335.8
941.7 2062.1
-3.7 3.7
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28966.8 29717.4
83750.0 83750.0
34.6 35.5
UKOOA UKOOA
598 601
28335.8 28335.8
4391.2 1014.3
-3.7 1.6
66115.2 59645.7
58989.9 58989.9
2.129 2.129
2.440 2.440
31277.9 29015.4
83750.0 83750.0
37.3 34.6
UKOOA UKOOA
192 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
601 5590
28335.8 28335.8
1014.3 4112.6
-1.6 -0.0
59645.7 65581.5
58989.9 58989.9
2.129 2.129
2.440 2.440
29015.4 31091.3
83750.0 83750.0
34.6 37.1
UKOOA UKOOA
5590 5599
28335.8 28335.8
1931.3 1201.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29629.8 29140.6
83750.0 83750.0
35.4 34.8
UKOOA UKOOA
5599 5600
28335.8 28335.8
1201.1 130.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29140.6 28423.3
83750.0 83750.0
34.8 33.9
UKOOA UKOOA
900 905
28335.8 28335.8
3.9 2073.1
2.3 -2.3
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28338.5 29724.8
83750.0 83750.0
33.8 35.5
UKOOA UKOOA
905 906
28335.8 28335.8
4414.6 979.0
2.3 -0.8
66160.1 59578.2
58989.9 58989.9
2.129 2.129
2.440 2.440
31293.6 28991.8
83750.0 83750.0
37.4 34.6
UKOOA UKOOA
906 6900
28335.8 28335.8
979.0 3850.0
0.8 0.0
59578.2 65078.4
58989.9 58989.9
2.129 2.129
2.440 2.440
28991.8 30915.4
83750.0 83750.0
34.6 36.9
UKOOA UKOOA
6900 6909
28335.8 28335.8
1808.0 1124.6
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29547.2 29089.3
83750.0 83750.0
35.3 34.7
UKOOA UKOOA
6909 6910
28335.8 28335.8
1124.6 130.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29089.3 28423.5
83750.0 83750.0
34.7 33.9
UKOOA UKOOA
910 917
28335.8 28335.8
1874.4 747.7
5.8 -5.8
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29591.7 28836.8
83750.0 83750.0
35.3 34.4
UKOOA UKOOA
917 918
28335.8 28335.8
1592.2 800.8
5.8 -2.8
60753.0 59236.5
58989.9 58989.9
2.129 2.129
2.440 2.440
29402.6 28872.4
83750.0 83750.0
35.1 34.5
UKOOA UKOOA
193 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
918 7910
28335.8 28335.8
800.8 4351.1
2.8 0.0
59236.5 66038.4
Max Stress Intensity KPa 58989.9 58989.9
7910 7919
28335.8 28335.8
2043.3 1270.6
-0.0 0.0
56671.7 56671.7
7919 7920
28335.8 28335.8
1270.6 129.9
-0.0 0.0
930 946
28335.8 28335.8
395.2 977.2
946 947
28335.8 28335.8
947 948
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129 2.129
2.440 2.440
28872.4 31251.1
83750.0 83750.0
34.5 37.3
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
29704.8 29187.1
83750.0 83750.0
35.5 34.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29187.1 28422.9
83750.0 83750.0
34.9 33.9
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28600.6 28990.6
83750.0 83750.0
34.2 34.6
UKOOA UKOOA
977.2 713.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28990.6 28813.8
83750.0 83750.0
34.6 34.4
UKOOA UKOOA
28335.8 28335.8
713.3 266.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28813.8 28514.4
83750.0 83750.0
34.4 34.0
UKOOA UKOOA
948 949
28335.8 28335.8
266.4 136.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28514.4 28427.0
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
949 952
28335.8 28335.8
136.1 15.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28427.0 28346.5
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
952 953
28335.8 28335.8
15.9 26.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28346.5 28353.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
953 8929
28335.8 28335.8
26.6 76.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28353.7 28387.1
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
8929
28335.8
76.5
0.0
56671.7
58989.9
1.000
1.000
28387.1
83750.0
33.9
UKOOA
194 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
8930
28335.8
133.4
-0.0
56671.7
Max Stress Intensity KPa 58989.9
950 954
28335.8 28335.8
1167.1 584.8
4.2 -4.2
56671.7 56671.7
954 955
28335.8 28335.8
584.8 1212.2
4.2 -4.2
955 956
28335.8 28335.8
2581.3 258.6
956 9950
28335.8 28335.8
9950 9959
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28425.2
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
29117.8 28727.7
83750.0 83750.0
34.8 34.3
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28727.7 29148.0
83750.0 83750.0
34.3 34.8
UKOOA UKOOA
4.2 -1.9
62647.8 58197.6
58989.9 58989.9
2.129 2.129
2.440 2.440
30065.3 28509.1
83750.0 83750.0
35.9 34.0
UKOOA UKOOA
258.6 4379.5
1.9 0.0
58197.6 66092.8
58989.9 58989.9
2.129 2.129
2.440 2.440
28509.1 31270.1
83750.0 83750.0
34.0 37.3
UKOOA UKOOA
28335.8 28335.8
2056.6 1278.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29713.8 29192.7
83750.0 83750.0
35.5 34.9
UKOOA UKOOA
9959 9960
28335.8 28335.8
1278.9 130.3
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29192.7 28423.2
83750.0 83750.0
34.9 33.9
UKOOA UKOOA
960 968
28335.8 28335.8
8.6 86.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28341.6 28393.6
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
968 971
28335.8 28335.8
86.1 54.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28393.6 28372.2
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
971 972
28335.8 28335.8
54.3 20.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28372.2 28349.6
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
972 973
28335.8 28335.8
20.6 15.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28349.6 28346.0
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
195 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
973 974
28335.8 28335.8
15.2 14.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28346.0 28345.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
974 975
28335.8 28335.8
14.9 18.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.8 28348.2
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
975 10959
28335.8 28335.8
18.5 75.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28348.2 28386.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
10959 10960
28335.8 28335.8
75.9 133.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28386.7 28425.2
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1250 1251
28335.8 28335.8
674.0 619.0
-6.0 6.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28787.4 28750.6
83750.0 83750.0
34.4 34.3
UKOOA UKOOA
1251 1252
28335.8 28335.8
619.0 1796.7
-6.0 6.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28750.6 29539.6
83750.0 83750.0
34.3 35.3
UKOOA UKOOA
1252 1253
28335.8 28335.8
3826.0 771.6
-6.0 3.0
65032.3 59180.5
58989.9 58989.9
2.129 2.129
2.440 2.440
30899.3 28852.8
83750.0 83750.0
36.9 34.5
UKOOA UKOOA
1253 11250
28335.8 28335.8
771.6 4111.9
-3.0 -0.0
59180.5 65580.1
58989.9 58989.9
2.129 2.129
2.440 2.440
28852.8 31090.8
83750.0 83750.0
34.5 37.1
UKOOA UKOOA
11250 11259
28335.8 28335.8
1930.9 1200.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29629.6 29140.4
83750.0 83750.0
35.4 34.8
UKOOA UKOOA
11259 11260
28335.8 28335.8
1200.8 129.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29140.4 28422.8
83750.0 83750.0
34.8 33.9
UKOOA UKOOA
196 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1260 1265
28335.8 28335.8
41.5 249.0
-0.0 0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
1265 1266
28335.8 28335.8
249.0 168.3
-0.0 0.0
56671.7 56671.7
1266 1267
28335.8 28335.8
168.3 55.5
-0.0 0.0
1267 1268
28335.8 28335.8
55.5 10.9
1268 1269
28335.8 28335.8
1269 1271
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28363.7 28502.7
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28502.7 28448.6
83750.0 83750.0
34.0 34.0
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28448.6 28373.0
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28373.0 28343.2
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
10.9 14.9
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28343.2 28345.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
28335.8 28335.8
14.9 14.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.8 28345.8
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1271 1272
28335.8 28335.8
14.8 18.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.8 28348.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1272 12259
28335.8 28335.8
18.7 76.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28348.4 28386.8
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
12259 12260
28335.8 28335.8
76.1 133.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28386.8 28425.3
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1270 1273
28335.8 28335.8
253.8 2596.0
-2.8 2.8
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28505.9 30075.2
83750.0 83750.0
34.0 35.9
UKOOA UKOOA
1273
28335.8
5528.2
-2.8
68293.4
58989.9
2.129
2.440
32039.7
83750.0
38.3
UKOOA
197 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1274
28335.8
1630.2
1.1
60825.6
Max Stress Intensity KPa 58989.9
1274 13270
28335.8 28335.8
1630.2 3651.1
-1.1 -0.0
60825.6 64697.4
13270 13279
28335.8 28335.8
1714.6 1066.6
0.0 -0.0
13279 13280
28335.8 28335.8
1066.6 130.7
1310 1339
28335.8 28335.8
1339 1368
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129
2.440
29428.1
83750.0
35.1
UKOOA
58989.9 58989.9
2.129 2.129
2.440 2.440
29428.1 30782.1
83750.0 83750.0
35.1 36.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29484.6 29050.5
83750.0 83750.0
35.2 34.7
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29050.5 28423.4
83750.0 83750.0
34.7 33.9
UKOOA UKOOA
597.9 1399.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28736.5 29273.8
83750.0 83750.0
34.3 35.0
UKOOA UKOOA
28335.8 28335.8
1399.9 1034.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29273.8 29028.8
83750.0 83750.0
35.0 34.7
UKOOA UKOOA
1368 1369
28335.8 28335.8
1034.3 393.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29028.8 28599.8
83750.0 83750.0
34.7 34.1
UKOOA UKOOA
1369 1404
28335.8 28335.8
393.9 50.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28599.8 28369.9
83750.0 83750.0
34.1 33.9
UKOOA UKOOA
1404 1405
28335.8 28335.8
50.8 19.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28369.9 28349.1
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
1405 1406
28335.8 28335.8
19.8 14.3
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28349.1 28345.4
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1406 1407
28335.8 28335.8
14.3 15.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28345.4 28346.0
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
198 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1407 1408
28335.8 28335.8
15.2 18.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28346.0 28348.2
83750.0 83750.0
33.8 33.8
UKOOA UKOOA
1408 14309
28335.8 28335.8
18.4 75.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28348.2 28386.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
14309 14310
28335.8 28335.8
75.9 133.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28386.7 28425.2
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1330 1409
28335.8 28335.8
3284.9 2018.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
30536.7 29688.3
83750.0 83750.0
36.5 35.4
UKOOA UKOOA
1409 1411
28335.8 28335.8
2018.5 1984.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29688.3 29665.7
83750.0 83750.0
35.4 35.4
UKOOA UKOOA
1411 1412
28335.8 28335.8
1984.9 900.9
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29665.7 28939.4
83750.0 83750.0
35.4 34.6
UKOOA UKOOA
1412 1413
28335.8 28335.8
900.9 68.4
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28939.4 28381.7
83750.0 83750.0
34.6 33.9
UKOOA UKOOA
1413 1414
28335.8 28335.8
68.4 8.2
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28381.7 28341.3
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
1414 1415
28335.8 28335.8
8.2 38.6
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28341.3 28361.7
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
1415 1416
28335.8 28335.8
38.6 153.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28361.7 28438.7
83750.0 83750.0
33.9 34.0
UKOOA UKOOA
199 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1416 1417
28335.8 28335.8
153.5 225.5
0.0 -0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
1417 1418
28335.8 28335.8
225.5 1519.7
0.0 -0.0
56671.7 56671.7
1418 1419
28335.8 28335.8
1519.7 5842.2
0.0 -0.0
1419 1421
28335.8 28335.8
5842.2 11240.7
1421 1422
28335.8 28335.8
1422 15320
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28438.7 28486.9
83750.0 83750.0
34.0 34.0
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28486.9 29354.0
83750.0 83750.0
34.0 35.0
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29354.0 32250.1
83750.0 83750.0
35.0 38.5
UKOOA UKOOA
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
32250.1 35867.1
83750.0 83750.0
38.5 42.8
UKOOA UKOOA
28820.8 2624.5
0.0 -0.0
111965.9 63014.5
61791.7 58989.9
2.564 2.564
2.938 2.938
47645.8 30094.2
83750.0 83750.0
56.9 35.9
UKOOA UKOOA
28335.8 28335.8
2624.5 31547.5
0.0 0.0
63014.5 117061.0
58989.9 60592.1
2.564 2.564
2.938 2.938
30094.2 49472.7
83750.0 83750.0
35.9 59.1
UKOOA UKOOA
15320 15321
28335.8 28335.8
12304.1 10891.8
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
36579.6 35633.3
83750.0 83750.0
43.7 42.5
UKOOA UKOOA
15321 15322
28335.8 28335.8
10891.8 4556.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
35633.3 31388.5
83750.0 83750.0
42.5 37.5
UKOOA UKOOA
15322 15323
28335.8 28335.8
4556.1 633.4
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31388.5 28760.2
83750.0 83750.0
37.5 34.3
UKOOA UKOOA
15323 15324
28335.8 28335.8
633.4 555.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28760.2 28708.0
83750.0 83750.0
34.3 34.3
UKOOA UKOOA
15324
28335.8
555.5
-0.0
56671.7
58989.9
1.000
1.000
28708.0
83750.0
34.3
UKOOA
200 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
15326
28335.8
92.1
0.0
56671.7
Max Stress Intensity KPa 58989.9
15326 15327
28335.8 28335.8
92.1 18.4
-0.0 0.0
56671.7 56671.7
15327 15328
28335.8 28335.8
18.4 21.6
-0.0 0.0
15328 15329
28335.8 28335.8
21.6 19.5
15329 15331
28335.8 28335.8
15331 15325
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
28397.6
83750.0
33.9
UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
28397.6 28348.2
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28348.2 28350.3
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28350.3 28348.9
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
19.5 76.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28348.9 28386.8
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
28335.8 28335.8
76.1 133.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28386.8 28425.3
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1360 1423
28335.8 28335.8
4790.0 2264.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
31545.1 29852.8
83750.0 83750.0
37.7 35.6
UKOOA UKOOA
1423 1424
28335.8 28335.8
2264.1 2413.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29852.8 29953.0
83750.0 83750.0
35.6 35.8
UKOOA UKOOA
1424 1425
28335.8 28335.8
2413.7 1087.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29953.0 29064.4
83750.0 83750.0
35.8 34.7
UKOOA UKOOA
1425 1426
28335.8 28335.8
1087.5 85.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29064.4 28393.3
83750.0 83750.0
34.7 33.9
UKOOA UKOOA
1426 1427
28335.8 28335.8
85.7 86.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28393.3 28393.6
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
201 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1427 1428
28335.8 28335.8
86.2 38.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28393.6 28361.4
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1428 1429
28335.8 28335.8
38.1 19.7
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28361.4 28349.0
83750.0 83750.0
33.9 33.8
UKOOA UKOOA
1429 16359
28335.8 28335.8
19.7 76.2
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28349.0 28386.9
83750.0 83750.0
33.8 33.9
UKOOA UKOOA
16359 16360
28335.8 28335.8
76.2 133.5
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28386.9 28425.3
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
1347 1435
28335.8 28335.8
1181.5 368.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29127.4 28582.4
83750.0 83750.0
34.8 34.1
UKOOA UKOOA
1435 1436
28335.8 28335.8
368.0 476.7
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28582.4 28655.3
83750.0 83750.0
34.1 34.2
UKOOA UKOOA
1436 17370
28335.8 28335.8
476.7 229.1
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28655.3 28489.4
83750.0 83750.0
34.2 34.0
UKOOA UKOOA
17370 17371
28335.8 28335.8
229.1 91.8
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28489.4 28397.3
83750.0 83750.0
34.0 33.9
UKOOA UKOOA
17371 17372
28335.8 28335.8
91.8 27.5
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28397.3 28354.2
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
17372 17379
28335.8 28335.8
27.5 78.0
0.0 -0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
28354.2 28388.1
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
202 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 1 (HYD) WW+HP
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
17379 17380
28335.8 28335.8
78.0 134.3
0.0 -0.0
56671.7 56671.7
Max Stress Intensity KPa 58989.9 58989.9
1380 1437
28335.8 28335.8
1828.0 1328.4
4.3 -4.3
56671.7 56671.7
1437 1438
28335.8 28335.8
1328.4 773.4
4.3 -4.3
1438 1439
28335.8 28335.8
1646.9 137.8
1439 18380
28335.8 28335.8
18380 18389 18389 18390
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
28388.1 28425.8
83750.0 83750.0
33.9 33.9
UKOOA UKOOA
58989.9 58989.9
1.000 1.000
1.000 1.000
29560.6 29225.9
83750.0 83750.0
35.3 34.9
UKOOA UKOOA
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29225.9 28854.0
83750.0 83750.0
34.9 34.5
UKOOA UKOOA
4.3 -2.0
60857.7 57965.9
58989.9 58989.9
2.129 2.129
2.440 2.440
29439.3 28428.2
83750.0 83750.0
35.2 33.9
UKOOA UKOOA
137.8 4496.8
2.0 0.0
57965.9 66317.4
58989.9 58989.9
2.129 2.129
2.440 2.440
28428.2 31348.7
83750.0 83750.0
33.9 37.4
UKOOA UKOOA
28335.8 28335.8
2111.7 1313.1
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29750.7 29215.6
83750.0 83750.0
35.5 34.9
UKOOA UKOOA
28335.8 28335.8
1313.1 130.3
-0.0 0.0
56671.7 56671.7
58989.9 58989.9
1.000 1.000
1.000 1.000
29215.6 28423.1
83750.0 83750.0
34.9 33.9
UKOOA UKOOA
203 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
Piping Code: UKOOA
= UKOOA (1994)
CODE STRESS CHECK PASSED Highest Stresses: (KPa OPE Stress Ratio (%): OPE Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: 3D Max Intensity:
: LOADCASE 2 (OPE) W+T1+P1
) 39.6 33175.8 18890.6 21321.2 6.0 78581.8 41490.9
@Node 15320 Allowable: @Node 11 @Node 15320 @Node 1251 @Node 15320 @Node 1421
83750.0
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
10 11
18890.6 18890.6
0.0 0.0
0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
11 12
18890.6 18890.6
0.0 0.0
0.0 0.0
37781.1 37781.1
12 13
18890.6 18890.6
0.0 0.0
0.0 0.0
13 14
18890.6 18890.6
0.0 0.3
14 15
18890.6 18890.6
0.3 0.7
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18890.6 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18891.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
204 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
15 16
18890.6 18890.6
0.7 11.9
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
16 17
18890.6 18890.6
11.9 24.9
0.0 -0.0
37781.1 37781.1
17 18
18890.6 18890.6
24.9 23.0
0.0 -0.0
18 19
18890.6 18890.6
23.0 12.8
19 20
18890.6 18890.6
20 30
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18891.0 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18899.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
12.8 48.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.1 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
48.5 199.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
50 60
18890.6 18890.6
199.4 48.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.1 18923.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
60 61
18890.6 18890.6
48.5 23.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
61 62
18890.6 18890.6
23.0 24.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
62 63
18890.6 18890.6
24.9 12.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18898.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
63
18890.6
12.0
0.0
37781.1
39326.6
1.000
1.000
18898.6
83750.0
22.6
UKOOA
205 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
64
18890.6
17.7
-0.0
37781.1
Max Stress Intensity KPa 39326.6
64 65
18890.6 18890.6
17.7 42.4
0.0 -0.0
37781.1 37781.1
65 66
18890.6 18890.6
42.4 155.5
0.0 -0.0
66 67
18890.6 18890.6
155.5 820.5
67 68
18890.6 18890.6
68 69
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18902.4
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.4 18919.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18919.0 18994.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18994.7 19440.3
83750.0 83750.0
22.7 23.2
UKOOA UKOOA
820.5 2961.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19440.3 20874.9
83750.0 83750.0
23.2 24.9
UKOOA UKOOA
18890.6 18890.6
2961.7 5479.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20874.9 22561.6
83750.0 83750.0
24.9 26.9
UKOOA UKOOA
69 71
18890.6 18890.6
5479.2 3000.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22561.6 20901.2
83750.0 83750.0
26.9 25.0
UKOOA UKOOA
71 72
18890.6 18890.6
6390.3 6248.4
0.0 -0.4
50710.8 50439.0
39326.6 39326.6
2.129 2.129
2.440 2.440
23172.1 23077.0
83750.0 83750.0
27.7 27.6
UKOOA UKOOA
72 70
18890.6 18890.6
6248.4 8761.3
0.4 -0.6
50439.0 55253.1
39326.6 39326.6
2.129 2.129
2.440 2.440
23077.0 24760.7
83750.0 83750.0
27.6 29.6
UKOOA UKOOA
70 73
18890.6 18890.6
4114.3 419.3
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21647.1 19171.5
83750.0 83750.0
25.8 22.9
UKOOA UKOOA
73 74
18890.6 18890.6
419.3 1111.3
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19171.5 19635.1
83750.0 83750.0
22.9 23.4
UKOOA UKOOA
206 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
74 75
18890.6 18890.6
1111.3 655.4
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19635.1 19329.7
83750.0 83750.0
23.4 23.1
UKOOA UKOOA
75 76
18890.6 18890.6
655.4 24.0
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19329.7 18906.7
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
76 77
18890.6 18890.6
24.0 5.3
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.7 18894.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
77 78
18890.6 18890.6
5.3 4.6
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.1 18893.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
78 79
18890.6 18890.6
4.6 4.2
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.6 18893.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
79 80
18890.6 18890.6
4.2 29.7
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18893.4 18910.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
80 81
18890.6 18890.6
8260.5 483.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
24425.1 19214.7
83750.0 83750.0
29.2 22.9
UKOOA UKOOA
81 89
18890.6 18890.6
483.8 385.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19214.7 19148.5
83750.0 83750.0
22.9 22.9
UKOOA UKOOA
89 90
18890.6 18890.6
385.0 1253.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19148.5 19730.5
83750.0 83750.0
22.9 23.6
UKOOA UKOOA
90 100
18890.6 18890.6
1253.6 1058.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19730.5 19599.7
83750.0 83750.0
23.6 23.4
UKOOA UKOOA
207 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
120 130
18890.6 18890.6
781.4 247.9
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
130 131
18890.6 18890.6
247.9 72.3
0.0 -0.0
37781.1 37781.1
131 132
18890.6 18890.6
72.3 36.0
0.0 -0.0
132 133
18890.6 18890.6
36.0 82.0
133 134
18890.6 18890.6
134 140
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19414.1 19056.7
83750.0 83750.0
23.2 22.8
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19056.7 18939.0
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18939.0 18914.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18914.7 18945.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
82.0 230.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18945.5 19045.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
18890.6 18890.6
230.6 405.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
19045.1 19161.9
83750.0 83750.0
22.7 22.9
UKOOA UKOOA
140 145
18890.6 18890.6
157.2 240.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18995.9 19051.7
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
145 146
18890.6 18890.6
1.6 0.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.6 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
146 147
18890.6 18890.6
0.4 0.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
147 148
18890.6 18890.6
0.1 0.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
148
18890.6
0.1
0.0
37781.1
39326.6
1.000
1.000
18890.6
83750.0
22.6
UKOOA
208 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
149
18890.6
0.2
-0.0
37781.1
Max Stress Intensity KPa 39326.6
149 151
18890.6 18890.6
0.2 0.8
0.0 -0.0
37781.1 37781.1
151 152
18890.6 18890.6
0.8 4.1
0.0 -0.0
152 153
18890.6 18890.6
4.1 19.3
153 154
18890.6 18890.6
154 155
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18890.7
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.7 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18893.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.3 18903.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
19.3 107.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.5 18962.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
107.0 992.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18962.3 19555.3
83750.0 83750.0
22.6 23.3
UKOOA UKOOA
155 156
18890.6 18890.6
992.1 2546.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19555.3 20596.5
83750.0 83750.0
23.3 24.6
UKOOA UKOOA
156 157
18890.6 18890.6
2546.2 3356.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20596.5 21139.4
83750.0 83750.0
24.6 25.2
UKOOA UKOOA
157 158
18890.6 18890.6
3356.5 1757.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21139.4 20067.9
83750.0 83750.0
25.2 24.0
UKOOA UKOOA
158 159
18890.6 18890.6
3742.0 8562.2
0.0 -0.1
45637.2 54871.7
39326.6 39326.6
2.129 2.129
2.440 2.440
21397.7 24627.2
83750.0 83750.0
25.5 29.4
UKOOA UKOOA
159 150
18890.6 18890.6
8562.2 383.7
0.1 -0.1
54871.7 39203.5
39326.6 39326.6
2.129 2.129
2.440 2.440
24627.2 19147.7
83750.0 83750.0
29.4 22.9
UKOOA UKOOA
209 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
150 161
18890.6 18890.6
180.2 4698.0
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19011.3 22038.3
83750.0 83750.0
22.7 26.3
UKOOA UKOOA
161 162
18890.6 18890.6
4698.0 3060.9
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22038.3 20941.3
83750.0 83750.0
26.3 25.0
UKOOA UKOOA
162 163
18890.6 18890.6
3060.9 170.4
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20941.3 19004.7
83750.0 83750.0
25.0 22.7
UKOOA UKOOA
163 164
18890.6 18890.6
170.4 193.1
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19004.7 19019.9
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
164 165
18890.6 18890.6
193.1 171.8
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19019.9 19005.7
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
165 160
18890.6 18890.6
171.8 158.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19005.7 18996.8
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
160 170
18890.6 18890.6
158.6 205.8
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18996.8 19028.5
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
190 200
18890.6 18890.6
199.5 102.1
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.2 18959.0
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
200 201
18890.6 18890.6
102.1 109.8
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18959.0 18964.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
201 202
18890.6 18890.6
109.8 420.1
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18964.1 19172.0
83750.0 83750.0
22.6 22.9
UKOOA UKOOA
210 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
202 203
18890.6 18890.6
420.1 783.1
0.1 -0.1
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
203 210
18890.6 18890.6
783.1 1307.8
0.1 -0.1
37781.1 37781.1
210 211
18890.6 18890.6
3140.3 899.3
0.1 -0.1
211 212
18890.6 18890.6
899.3 617.1
212 213
18890.6 18890.6
213 219
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19172.0 19415.2
83750.0 83750.0
22.9 23.2
UKOOA UKOOA
39326.6 39326.6
1.000 2.300
1.000 2.300
19415.2 19766.8
83750.0 83750.0
23.2 23.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20994.6 19493.1
83750.0 83750.0
25.1 23.3
UKOOA UKOOA
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19493.1 19304.0
83750.0 83750.0
23.3 23.0
UKOOA UKOOA
617.1 201.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19304.0 19025.6
83750.0 83750.0
23.0 22.7
UKOOA UKOOA
18890.6 18890.6
201.6 119.0
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19025.6 18970.3
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
219 220
18890.6 18890.6
119.0 60.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18970.3 18931.2
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
220 230
18890.6 18890.6
60.6 199.5
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18931.2 19024.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
250 260
18890.6 18890.6
199.5 54.0
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.2 18926.8
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
260 261
18890.6 18890.6
54.0 24.2
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18926.8 18906.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
261
18890.6
24.2
0.1
37781.1
39326.6
1.000
1.000
18906.8
83750.0
22.6
UKOOA
211 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
262
18890.6
24.9
-0.1
37781.1
Max Stress Intensity KPa 39326.6
262 263
18890.6 18890.6
24.9 11.9
0.1 -0.1
37781.1 37781.1
263 264
18890.6 18890.6
11.9 1.0
0.1 -0.1
264 265
18890.6 18890.6
1.0 0.8
265 266
18890.6 18890.6
266 267
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18907.2
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.8 2.3
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18892.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
2.3 7.1
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.1 18895.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
267 268
18890.6 18890.6
7.1 21.9
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.3 18905.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
268 270
18890.6 18890.6
21.9 185.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18905.3 19014.9
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
270 271
18890.6 18890.6
304.4 86.3
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19094.5 18948.4
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
271 272
18890.6 18890.6
86.3 79.8
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18948.4 18944.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
272 273
18890.6 18890.6
79.8 747.9
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18944.0 19391.6
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
212 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
273 274
18890.6 18890.6
747.9 1854.4
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19391.6 20133.0
83750.0 83750.0
23.2 24.0
UKOOA UKOOA
274 277
18890.6 18890.6
1854.4 2334.2
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20133.0 20454.5
83750.0 83750.0
24.0 24.4
UKOOA UKOOA
277 281
18890.6 18890.6
2334.2 1629.3
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20454.5 19982.2
83750.0 83750.0
24.4 23.9
UKOOA UKOOA
281 282
18890.6 18890.6
4177.6 7691.9
-0.6 0.5
46546.6 53113.5
39326.6 39326.6
2.564 2.564
2.938 2.938
21689.6 24044.1
83750.0 83750.0
25.9 28.7
UKOOA UKOOA
282 275
18890.6 18890.6
7691.9 1926.6
-0.5 0.3
53113.5 42340.3
39326.6 39326.6
2.564 2.564
2.938 2.938
24044.1 20181.4
83750.0 83750.0
28.7 24.1
UKOOA UKOOA
275 278
18890.6 18890.6
751.4 3317.3
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19394.0 21113.2
83750.0 83750.0
23.2 25.2
UKOOA UKOOA
278 279
18890.6 18890.6
3317.3 1717.9
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21113.2 20041.6
83750.0 83750.0
25.2 23.9
UKOOA UKOOA
279 283
18890.6 18890.6
1717.9 1596.4
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20041.6 19960.2
83750.0 83750.0
23.9 23.8
UKOOA UKOOA
283 284
18890.6 18890.6
1596.4 3115.0
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19960.2 20977.6
83750.0 83750.0
23.8 25.0
UKOOA UKOOA
284 285
18890.6 18890.6
3115.0 899.5
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20977.6 19493.3
83750.0 83750.0
25.0 23.3
UKOOA UKOOA
213 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
285 286
18890.6 18890.6
2306.4 7642.0
-0.3 0.2
43050.1 53020.3
Max Stress Intensity KPa 39326.6 39326.6
286 276
18890.6 18890.6
7642.0 3747.2
-0.2 0.1
53020.3 45742.3
276 287
18890.6 18890.6
1461.5 2511.0
-0.1 0.1
287 288
18890.6 18890.6
2511.0 1934.6
288 289
18890.6 18890.6
289 291
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.564 2.564
2.938 2.938
20435.9 24010.7
83750.0 83750.0
24.4 28.7
UKOOA UKOOA
39326.6 39326.6
2.564 2.564
2.938 2.938
24010.7 21401.2
83750.0 83750.0
28.7 25.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19869.7 20572.9
83750.0 83750.0
23.7 24.6
UKOOA UKOOA
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20572.9 20186.8
83750.0 83750.0
24.6 24.1
UKOOA UKOOA
1934.6 762.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20186.8 19401.3
83750.0 83750.0
24.1 23.2
UKOOA UKOOA
18890.6 18890.6
762.3 79.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19401.3 18943.9
83750.0 83750.0
23.2 22.6
UKOOA UKOOA
291 292
18890.6 18890.6
79.5 12.6
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18943.9 18899.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
292 293
18890.6 18890.6
12.6 5.6
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.0 18894.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
293 280
18890.6 18890.6
5.6 15.2
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18894.3 18900.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
280 294
18890.6 18890.6
88.6 73.3
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18949.9 18939.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
294
18890.6
73.3
-0.4
37781.1
39326.6
1.000
1.000
18939.7
83750.0
22.6
UKOOA
214 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
295
18890.6
14.8
0.4
37781.1
Max Stress Intensity KPa 39326.6
295 296
18890.6 18890.6
14.8 25.1
-0.4 0.4
37781.1 37781.1
296 297
18890.6 18890.6
25.1 23.3
-0.4 0.4
297 298
18890.6 18890.6
23.3 13.0
298 290
18890.6 18890.6
290 300
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18900.5
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.5 18907.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.4 18906.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.2 18899.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
13.0 48.6
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.3 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
48.6 199.4
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
320 330
18890.6 18890.6
199.4 48.5
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.1 18923.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
330 331
18890.6 18890.6
48.5 23.0
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
331 332
18890.6 18890.6
23.0 24.9
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
332 333
18890.6 18890.6
24.9 11.8
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
333 334
18890.6 18890.6
11.8 1.2
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18891.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
215 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
334 335
18890.6 18890.6
1.2 2.3
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.4 18892.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
335 336
18890.6 18890.6
2.3 6.3
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.1 18894.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
336 337
18890.6 18890.6
6.3 23.1
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.8 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
337 338
18890.6 18890.6
23.1 133.1
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
338 339
18890.6 18890.6
133.1 1072.2
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18979.7 19608.9
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
339 341
18890.6 18890.6
1072.2 2967.8
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19608.9 20879.0
83750.0 83750.0
23.4 24.9
UKOOA UKOOA
341 342
18890.6 18890.6
2967.8 4308.0
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20879.0 21776.9
83750.0 83750.0
24.9 26.0
UKOOA UKOOA
342 343
18890.6 18890.6
4308.0 782.1
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21776.9 19414.6
83750.0 83750.0
26.0 23.2
UKOOA UKOOA
343 344
18890.6 18890.6
1665.5 9015.4
-0.4 0.2
41659.1 55739.8
39326.6 39326.6
2.129 2.129
2.440 2.440
20006.4 24930.9
83750.0 83750.0
23.9 29.8
UKOOA UKOOA
344 340
18890.6 18890.6
9015.4 1816.9
-0.2 0.0
55739.8 41949.1
39326.6 39326.6
2.129 2.129
2.440 2.440
24930.9 20107.9
83750.0 83750.0
29.8 24.0
UKOOA UKOOA
216 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
340 345
18890.6 18890.6
853.2 4257.3
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
345 346
18890.6 18890.6
4257.3 2949.3
-0.0 0.0
37781.1 37781.1
346 347
18890.6 18890.6
2949.3 1070.6
-0.0 0.0
347 348
18890.6 18890.6
1070.6 132.1
348 349
18890.6 18890.6
349 351
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19462.2 21743.0
83750.0 83750.0
23.2 26.0
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
21743.0 20866.6
83750.0 83750.0
26.0 24.9
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20866.6 19607.8
83750.0 83750.0
24.9 23.4
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19607.8 18979.1
83750.0 83750.0
23.4 22.7
UKOOA UKOOA
132.1 23.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18979.1 18906.6
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
18890.6 18890.6
23.9 5.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.6 18894.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
351 352
18890.6 18890.6
5.1 0.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.0 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
352 353
18890.6 18890.6
0.8 0.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
353 354
18890.6 18890.6
0.1 1.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18891.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
354 355
18890.6 18890.6
1.1 4.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.3 18893.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
355
18890.6
4.4
-0.0
37781.1
39326.6
1.000
1.000
18893.5
83750.0
22.6
UKOOA
217 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
350
18890.6
38.3
0.0
37781.1
Max Stress Intensity KPa 39326.6
350 356
18890.6 18890.6
17.9 5.1
-0.0 0.0
37781.1 37781.1
356 357
18890.6 18890.6
5.1 2.7
-0.0 0.0
357 358
18890.6 18890.6
2.7 5.7
358 359
18890.6 18890.6
359 361
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.300
2.300
18916.2
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.6 18894.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.0 18892.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.3 18894.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
5.7 24.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.4 18906.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
24.2 133.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.8 18979.8
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
361 362
18890.6 18890.6
133.1 1073.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18979.8 19609.9
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
362 363
18890.6 18890.6
1073.6 2964.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19609.9 20876.5
83750.0 83750.0
23.4 24.9
UKOOA UKOOA
363 364
18890.6 18890.6
2964.1 4289.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20876.5 21764.4
83750.0 83750.0
24.9 26.0
UKOOA UKOOA
364 365
18890.6 18890.6
4289.3 823.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21764.4 19442.6
83750.0 83750.0
26.0 23.2
UKOOA UKOOA
365 366
18890.6 18890.6
1754.5 9035.1
-0.0 0.0
41829.6 55777.5
39326.6 39326.6
2.129 2.129
2.440 2.440
20066.0 24944.1
83750.0 83750.0
24.0 29.8
UKOOA UKOOA
218 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
366 360
18890.6 18890.6
9035.1 1736.4
-0.0 -0.0
55777.5 41794.9
39326.6 39326.6
2.129 2.129
2.440 2.440
24944.1 20053.9
83750.0 83750.0
29.8 23.9
UKOOA UKOOA
360 367
18890.6 18890.6
815.4 4295.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19436.9 21768.4
83750.0 83750.0
23.2 26.0
UKOOA UKOOA
367 368
18890.6 18890.6
4295.3 2966.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21768.4 20878.0
83750.0 83750.0
26.0 24.9
UKOOA UKOOA
368 369
18890.6 18890.6
2966.3 1073.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20878.0 19610.0
83750.0 83750.0
24.9 23.4
UKOOA UKOOA
369 371
18890.6 18890.6
1073.8 133.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19610.0 18979.8
83750.0 83750.0
23.4 22.7
UKOOA UKOOA
371 372
18890.6 18890.6
133.2 24.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18979.8 18906.7
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
372 373
18890.6 18890.6
24.1 5.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.7 18894.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
373 374
18890.6 18890.6
5.1 0.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.0 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
374 375
18890.6 18890.6
0.9 0.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
375 376
18890.6 18890.6
0.1 0.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18891.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
219 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
376 377
18890.6 18890.6
0.7 3.3
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
377 370
18890.6 18890.6
3.3 28.7
0.0 -0.0
37781.1 37781.1
370 378
18890.6 18890.6
7.6 2.1
-0.1 0.1
378 379
18890.6 18890.6
2.1 0.4
379 381
18890.6 18890.6
381 382
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18891.0 18892.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 2.300
1.000 2.300
18892.8 18909.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.6 18892.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.0 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.4 0.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18890.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
0.5 3.8
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.9 18893.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
382 389
18890.6 18890.6
3.8 17.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.1 18902.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
389 391
18890.6 18890.6
17.9 99.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.6 18957.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
391 392
18890.6 18890.6
99.4 821.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18957.2 19440.6
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
392 393
18890.6 18890.6
821.0 2238.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19440.6 20390.6
83750.0 83750.0
23.2 24.3
UKOOA UKOOA
393
18890.6
2238.9
-0.1
37781.1
39326.6
1.000
1.000
20390.6
83750.0
24.3
UKOOA
220 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
394
18890.6
3192.8
0.1
37781.1
Max Stress Intensity KPa 39326.6
394 395
18890.6 18890.6
3192.8 772.7
-0.1 0.1
37781.1 37781.1
395 396
18890.6 18890.6
1981.3 4156.4
-0.1 -0.6
396 380
18890.6 18890.6
4156.4 6399.5
380 383
18890.6 18890.6
383 384
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
21029.7
83750.0
25.1
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
21029.7 19408.3
83750.0 83750.0
25.1 23.2
UKOOA UKOOA
42442.5 46507.0
39326.6 39326.6
2.564 2.564
2.938 2.938
20218.0 21675.3
83750.0 83750.0
24.1 25.9
UKOOA UKOOA
0.6 1.6
46507.0 50698.5
39326.6 39326.6
2.564 2.564
2.938 2.938
21675.3 23178.2
83750.0 83750.0
25.9 27.7
UKOOA UKOOA
2495.9 5505.4
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20562.8 22579.2
83750.0 83750.0
24.6 27.0
UKOOA UKOOA
18890.6 18890.6
5505.4 3041.8
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22579.2 20928.6
83750.0 83750.0
27.0 25.0
UKOOA UKOOA
384 397
18890.6 18890.6
3041.8 798.1
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20928.6 19425.3
83750.0 83750.0
25.0 23.2
UKOOA UKOOA
397 398
18890.6 18890.6
798.1 722.7
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19425.3 19374.7
83750.0 83750.0
23.2 23.1
UKOOA UKOOA
398 399
18890.6 18890.6
722.7 2126.5
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19374.7 20315.3
83750.0 83750.0
23.1 24.3
UKOOA UKOOA
399 401
18890.6 18890.6
2126.5 3191.0
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20315.3 21028.5
83750.0 83750.0
24.3 25.1
UKOOA UKOOA
401 402
18890.6 18890.6
3191.0 337.9
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21028.5 19117.0
83750.0 83750.0
25.1 22.8
UKOOA UKOOA
221 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
402 403
18890.6 18890.6
866.6 6436.1
-1.6 0.5
40359.1 50766.9
39326.6 39326.6
2.564 2.564
2.938 2.938
19471.2 23202.7
83750.0 83750.0
23.2 27.7
UKOOA UKOOA
403 385
18890.6 18890.6
6436.1 4188.3
-0.5 0.6
50766.9 46566.7
39326.6 39326.6
2.564 2.564
2.938 2.938
23202.7 21696.8
83750.0 83750.0
27.7 25.9
UKOOA UKOOA
385 387
18890.6 18890.6
1633.5 1634.4
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19985.0 19985.6
83750.0 83750.0
23.9 23.9
UKOOA UKOOA
387 388
18890.6 18890.6
1634.4 934.5
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19985.6 19516.7
83750.0 83750.0
23.9 23.3
UKOOA UKOOA
388 404
18890.6 18890.6
934.5 2200.2
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19516.7 20364.7
83750.0 83750.0
23.3 24.3
UKOOA UKOOA
404 405
18890.6 18890.6
2200.2 3859.3
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20364.7 21476.3
83750.0 83750.0
24.3 25.6
UKOOA UKOOA
405 406
18890.6 18890.6
3859.3 14.6
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21476.3 18900.3
83750.0 83750.0
25.6 22.6
UKOOA UKOOA
406 407
18890.6 18890.6
37.4 6991.7
-0.6 0.4
38810.0 51805.2
39326.6 39326.6
2.564 2.564
2.938 2.938
18915.6 23575.0
83750.0 83750.0
22.6 28.1
UKOOA UKOOA
407 386
18890.6 18890.6
6991.7 5643.9
-0.4 0.2
51805.2 49286.6
39326.6 39326.6
2.564 2.564
2.938 2.938
23575.0 22672.0
83750.0 83750.0
28.1 27.1
UKOOA UKOOA
386 408
18890.6 18890.6
2201.2 1236.4
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20365.4 19719.0
83750.0 83750.0
24.3 23.5
UKOOA UKOOA
222 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
408 409
18890.6 18890.6
1236.4 1254.7
-0.2 0.2
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
409 411
18890.6 18890.6
1254.7 578.3
-0.2 0.2
37781.1 37781.1
411 412
18890.6 18890.6
578.3 43.2
-0.2 0.2
412 413
18890.6 18890.6
43.2 11.3
413 414
18890.6 18890.6
414 415
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19719.0 19731.2
83750.0 83750.0
23.5 23.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19731.2 19278.0
83750.0 83750.0
23.6 23.0
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19278.0 18919.5
83750.0 83750.0
23.0 22.6
UKOOA UKOOA
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18919.5 18898.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
11.3 4.0
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.1 18893.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
4.0 12.4
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.2 18898.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
415 416
18890.6 18890.6
12.4 24.7
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.9 18907.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
416 417
18890.6 18890.6
24.7 22.9
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.1 18905.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
417 418
18890.6 18890.6
22.9 13.2
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.9 18899.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
418 390
18890.6 18890.6
13.2 48.7
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.4 18923.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
390
18890.6
48.7
-0.2
37781.1
39326.6
1.000
1.000
18923.2
83750.0
22.6
UKOOA
223 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
400
18890.6
199.5
0.2
37781.1
Max Stress Intensity KPa 39326.6
420 430
18890.6 18890.6
199.6 50.9
-0.2 0.2
37781.1 37781.1
430 431
18890.6 18890.6
50.9 90.1
-0.2 0.2
431 432
18890.6 18890.6
90.1 223.8
432 433
18890.6 18890.6
433 434
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19024.2
83750.0
22.7
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.3 18924.7
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18924.7 18951.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18951.0 19040.5
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
223.8 286.6
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19040.5 19082.6
83750.0 83750.0
22.7 22.8
UKOOA UKOOA
18890.6 18890.6
286.6 2389.4
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19082.6 20491.4
83750.0 83750.0
22.8 24.5
UKOOA UKOOA
434 440
18890.6 18890.6
2389.4 11115.8
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
20491.4 26338.2
83750.0 83750.0
24.5 31.4
UKOOA UKOOA
440 441
18890.6 18890.6
4950.7 2464.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22207.5 20541.9
83750.0 83750.0
26.5 24.5
UKOOA UKOOA
441 442
18890.6 18890.6
2464.6 1570.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20541.9 19942.9
83750.0 83750.0
24.5 23.8
UKOOA UKOOA
442 443
18890.6 18890.6
1570.7 508.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19942.9 19231.3
83750.0 83750.0
23.8 23.0
UKOOA UKOOA
443 444
18890.6 18890.6
508.5 304.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19231.3 19094.7
83750.0 83750.0
23.0 22.8
UKOOA UKOOA
224 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
444 445
18890.6 18890.6
304.6 111.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19094.7 18965.4
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
445 450
18890.6 18890.6
111.8 229.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18965.4 19044.5
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
470 480
18890.6 18890.6
236.5 58.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19049.0 18929.5
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
480 481
18890.6 18890.6
58.1 25.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18929.5 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
481 482
18890.6 18890.6
25.0 24.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
482 483
18890.6 18890.6
24.9 12.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18898.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
483 484
18890.6 18890.6
12.0 0.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.6 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
484 489
18890.6 18890.6
0.9 0.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18890.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
489 491
18890.6 18890.6
0.2 0.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.7 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
491 492
18890.6 18890.6
0.1 0.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
225 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
492 493
18890.6 18890.6
0.2 0.4
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
493 494
18890.6 18890.6
0.4 2.9
-0.0 0.0
37781.1 37781.1
494 495
18890.6 18890.6
2.9 13.6
-0.0 0.0
495 496
18890.6 18890.6
13.6 76.1
496 497
18890.6 18890.6
497 501
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18890.7 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18892.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.5 18899.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.7 18941.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
76.1 760.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.5 19400.2
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
18890.6 18890.6
760.6 1879.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19400.2 20150.1
83750.0 83750.0
23.2 24.1
UKOOA UKOOA
501 502
18890.6 18890.6
1879.9 2345.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20150.1 20462.2
83750.0 83750.0
24.1 24.4
UKOOA UKOOA
502 503
18890.6 18890.6
2345.8 1721.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20462.2 20044.1
83750.0 83750.0
24.4 23.9
UKOOA UKOOA
503 504
18890.6 18890.6
4414.3 7918.4
-0.0 0.0
46989.0 53536.8
39326.6 39326.6
2.564 2.564
2.938 2.938
21848.2 24195.9
83750.0 83750.0
26.1 28.9
UKOOA UKOOA
504 485
18890.6 18890.6
7918.4 1877.7
-0.0 0.0
53536.8 42249.0
39326.6 39326.6
2.564 2.564
2.938 2.938
24195.9 20148.6
83750.0 83750.0
28.9 24.1
UKOOA UKOOA
485
18890.6
732.3
-0.0
37781.1
39326.6
1.000
1.000
19381.2
83750.0
23.1
UKOOA
226 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
487
18890.6
3508.4
0.0
37781.1
Max Stress Intensity KPa 39326.6
487 488
18890.6 18890.6
3508.4 1980.0
-0.0 0.0
37781.1 37781.1
488 505
18890.6 18890.6
1980.0 1829.1
-0.0 0.0
505 506
18890.6 18890.6
1829.1 3243.2
506 507
18890.6 18890.6
507 508
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
21241.2
83750.0
25.4
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
21241.2 20217.2
83750.0 83750.0
25.4 24.1
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20217.2 20116.1
83750.0 83750.0
24.1 24.0
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20116.1 21063.5
83750.0 83750.0
24.0 25.2
UKOOA UKOOA
3243.2 928.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21063.5 19512.8
83750.0 83750.0
25.2 23.3
UKOOA UKOOA
18890.6 18890.6
2381.2 7853.0
-0.0 0.0
43189.8 53414.6
39326.6 39326.6
2.564 2.564
2.938 2.938
20486.0 24152.1
83750.0 83750.0
24.5 28.8
UKOOA UKOOA
508 486
18890.6 18890.6
7853.0 3844.7
-0.0 0.0
53414.6 45924.6
39326.6 39326.6
2.564 2.564
2.938 2.938
24152.1 21466.5
83750.0 83750.0
28.8 25.6
UKOOA UKOOA
486 509
18890.6 18890.6
1499.5 2579.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19895.2 20619.0
83750.0 83750.0
23.8 24.6
UKOOA UKOOA
509 511
18890.6 18890.6
2579.8 1987.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20619.0 20222.0
83750.0 83750.0
24.6 24.1
UKOOA UKOOA
511 512
18890.6 18890.6
1987.3 782.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20222.0 19414.9
83750.0 83750.0
24.1 23.2
UKOOA UKOOA
512 513
18890.6 18890.6
782.6 83.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19414.9 18946.6
83750.0 83750.0
23.2 22.6
UKOOA UKOOA
227 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
513 514
18890.6 18890.6
83.7 17.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18946.6 18902.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
514 515
18890.6 18890.6
17.5 4.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.3 18893.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
515 516
18890.6 18890.6
4.7 2.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.7 18892.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
516 490
18890.6 18890.6
2.2 1.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18892.0 18891.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
490 498
18890.6 18890.6
20.8 16.8
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.5 18901.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
498 499
18890.6 18890.6
16.8 28.2
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18901.8 18909.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
499 517
18890.6 18890.6
28.2 137.3
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18909.5 18982.5
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
517 518
18890.6 18890.6
137.3 1063.2
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18982.5 19602.9
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
518 519
18890.6 18890.6
1063.2 2984.5
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19602.9 20890.2
83750.0 83750.0
23.4 24.9
UKOOA UKOOA
519 521
18890.6 18890.6
2984.5 4401.5
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20890.2 21839.6
83750.0 83750.0
24.9 26.1
UKOOA UKOOA
228 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
521 522
18890.6 18890.6
4401.5 564.3
0.2 -0.2
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
522 523
18890.6 18890.6
1201.6 8903.7
0.2 -0.1
40770.4 55525.8
523 500
18890.6 18890.6
8903.7 2235.9
0.1 -0.0
500 524
18890.6 18890.6
1050.0 4056.2
524 525
18890.6 18890.6
525 526
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
21839.6 19268.6
83750.0 83750.0
26.1 23.0
UKOOA UKOOA
39326.6 39326.6
2.129 2.129
2.440 2.440
19695.6 24856.0
83750.0 83750.0
23.5 29.7
UKOOA UKOOA
55525.8 42751.9
39326.6 39326.6
2.129 2.129
2.440 2.440
24856.0 20388.6
83750.0 83750.0
29.7 24.3
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19594.0 21608.2
83750.0 83750.0
23.4 25.8
UKOOA UKOOA
4056.2 2858.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21608.2 20805.6
83750.0 83750.0
25.8 24.8
UKOOA UKOOA
18890.6 18890.6
2858.2 1052.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20805.6 19595.6
83750.0 83750.0
24.8 23.4
UKOOA UKOOA
526 527
18890.6 18890.6
1052.3 126.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19595.6 18975.0
83750.0 83750.0
23.4 22.7
UKOOA UKOOA
527 528
18890.6 18890.6
126.0 21.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18975.0 18905.0
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
528 529
18890.6 18890.6
21.5 5.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.0 18894.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
529 510
18890.6 18890.6
5.8 1.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.5 18891.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
510
18890.6
1.9
0.0
37781.1
39326.6
1.000
1.000
18891.8
83750.0
22.6
UKOOA
229 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
531
18890.6
0.5
-0.0
37781.1
Max Stress Intensity KPa 39326.6
531 532
18890.6 18890.6
0.5 0.2
0.0 -0.0
37781.1 37781.1
532 533
18890.6 18890.6
0.2 0.8
0.0 -0.0
533 534
18890.6 18890.6
0.8 11.8
534 535
18890.6 18890.6
535 536
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18890.9
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.9 18890.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.7 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
11.8 24.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
24.9 23.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18906.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
536 537
18890.6 18890.6
23.1 13.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.1 18899.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
537 520
18890.6 18890.6
13.0 48.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.3 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
520 530
18890.6 18890.6
48.6 199.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
550 560
18890.6 18890.6
199.6 55.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.3 18927.8
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
560 561
18890.6 18890.6
55.5 101.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18927.8 18958.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
230 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
561 562
18890.6 18890.6
101.6 92.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18958.6 18952.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
562 563
18890.6 18890.6
92.8 223.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18952.7 19040.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
563 564
18890.6 18890.6
223.2 2978.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19040.1 20886.3
83750.0 83750.0
22.7 24.9
UKOOA UKOOA
564 569
18890.6 18890.6
2978.7 1587.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20886.3 19954.5
83750.0 83750.0
24.9 23.8
UKOOA UKOOA
569 570
18890.6 18890.6
1587.9 14155.3
0.0 -0.0
37781.1 37781.1
39326.6 39526.2
1.000 2.300
1.000 2.300
19954.5 28374.6
83750.0 83750.0
23.8 33.9
UKOOA UKOOA
570 571
18890.6 18890.6
5.4 1.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.2 18891.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
571 572
18890.6 18890.6
1.4 0.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.5 18890.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
572 573
18890.6 18890.6
0.5 0.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.9 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
573 574
18890.6 18890.6
0.4 1.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18891.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
574 580
18890.6 18890.6
1.2 10.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18891.4 18897.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
231 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
580 590
18890.6 18890.6
13.8 39.5
0.1 -0.1
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
590 591
18890.6 18890.6
21.4 6.2
0.5 -0.5
37781.1 37781.1
591 592
18890.6 18890.6
6.2 2.1
0.5 -0.5
592 593
18890.6 18890.6
2.1 1.1
593 594
18890.6 18890.6
594 595
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 2.300
1.000 2.300
18899.8 18917.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.9 18894.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.7 18891.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.9 18891.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1.1 11.8
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.3 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
11.8 24.9
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
595 596
18890.6 18890.6
24.9 23.0
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
596 599
18890.6 18890.6
23.0 12.8
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18899.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
599 600
18890.6 18890.6
12.8 48.5
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.1 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
600 610
18890.6 18890.6
48.5 199.4
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
630
18890.6
199.4
0.5
37781.1
39326.6
1.000
1.000
19024.1
83750.0
22.7
UKOOA
232 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
640
18890.6
48.5
-0.5
37781.1
Max Stress Intensity KPa 39326.6
640 641
18890.6 18890.6
48.5 23.1
0.5 -0.5
37781.1 37781.1
641 642
18890.6 18890.6
23.1 24.9
0.5 -0.5
642 643
18890.6 18890.6
24.9 12.3
643 644
18890.6 18890.6
644 645
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18923.1
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18898.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
12.3 26.6
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.8 18908.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
26.6 67.1
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18908.4 18935.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
645 299
18890.6 18890.6
67.1 13.9
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18935.5 18899.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
299 280
18890.6 18890.6
13.9 94.9
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.9 18954.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
570 575
18890.6 18890.6
6159.9 2991.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
23017.7 20894.7
83750.0 83750.0
27.5 24.9
UKOOA UKOOA
575 576
18890.6 18890.6
2991.2 323.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20894.7 19107.1
83750.0 83750.0
24.9 22.8
UKOOA UKOOA
576 577
18890.6 18890.6
323.2 52.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19107.1 18925.5
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
233 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
577 578
18890.6 18890.6
52.2 89.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18925.5 18950.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
578 799
18890.6 18890.6
89.5 68.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18950.5 18936.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
799 800
18890.6 18890.6
68.6 68.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18936.5 18936.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
800 810
18890.6 18890.6
68.5 200.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18936.5 19024.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
825 830
18890.6 18890.6
199.4 49.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.2 18924.0
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
830 831
18890.6 18890.6
49.9 25.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18924.0 18907.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
831 832
18890.6 18890.6
25.1 25.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.4 18907.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
832 833
18890.6 18890.6
25.8 6.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.8 18894.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
833 838
18890.6 18890.6
6.3 36.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.8 18914.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
838 839
18890.6 18890.6
36.0 108.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18914.7 18963.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
234 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
839 841
18890.6 18890.6
108.2 730.0
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
841 842
18890.6 18890.6
730.0 1869.2
0.0 -0.0
37781.1 37781.1
842 843
18890.6 18890.6
1869.2 2405.3
0.0 -0.0
843 844
18890.6 18890.6
2405.3 1496.7
844 845
18890.6 18890.6
845 835
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18963.1 19379.7
83750.0 83750.0
22.6 23.1
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19379.7 20143.0
83750.0 83750.0
23.1 24.1
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20143.0 20502.1
83750.0 83750.0
24.1 24.5
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20502.1 19893.3
83750.0 83750.0
24.5 23.8
UKOOA UKOOA
3837.4 7531.1
0.0 -0.1
45911.0 52813.1
39326.6 39326.6
2.564 2.564
2.938 2.938
21461.6 23936.4
83750.0 83750.0
25.6 28.6
UKOOA UKOOA
18890.6 18890.6
7531.1 2132.3
0.1 -0.1
52813.1 42724.8
39326.6 39326.6
2.564 2.564
2.938 2.938
23936.4 20319.2
83750.0 83750.0
28.6 24.3
UKOOA UKOOA
835 837
18890.6 18890.6
831.6 3134.3
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19447.8 20990.6
83750.0 83750.0
23.2 25.1
UKOOA UKOOA
837 846
18890.6 18890.6
3134.3 1615.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20990.6 19973.0
83750.0 83750.0
25.1 23.8
UKOOA UKOOA
846 847
18890.6 18890.6
1615.6 1630.3
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19973.0 19982.9
83750.0 83750.0
23.8 23.9
UKOOA UKOOA
847 848
18890.6 18890.6
1630.3 3158.7
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19982.9 21006.9
83750.0 83750.0
23.9 25.1
UKOOA UKOOA
848
18890.6
3158.7
0.1
37781.1
39326.6
1.000
1.000
21006.9
83750.0
25.1
UKOOA
235 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
849
18890.6
814.0
-0.1
37781.1
Max Stress Intensity KPa 39326.6
849 850
18890.6 18890.6
2087.2 7538.0
0.1 -0.2
42640.4 52826.0
850 836
18890.6 18890.6
7538.0 3890.6
0.2 -0.3
836 851
18890.6 18890.6
1517.4 2384.0
851 852
18890.6 18890.6
852 853
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19436.0
83750.0
23.2
UKOOA
39326.6 39326.6
2.564 2.564
2.938 2.938
20289.0 23941.0
83750.0 83750.0
24.2 28.6
UKOOA UKOOA
52826.0 46010.4
39326.6 39326.6
2.564 2.564
2.938 2.938
23941.0 21497.3
83750.0 83750.0
28.6 25.7
UKOOA UKOOA
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19907.2 20487.8
83750.0 83750.0
23.8 24.5
UKOOA UKOOA
2384.0 1863.7
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20487.8 20139.2
83750.0 83750.0
24.5 24.0
UKOOA UKOOA
18890.6 18890.6
1863.7 742.4
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20139.2 19388.0
83750.0 83750.0
24.0 23.1
UKOOA UKOOA
853 854
18890.6 18890.6
742.4 76.1
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19388.0 18941.5
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
854 855
18890.6 18890.6
76.1 22.1
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.5 18905.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
855 840
18890.6 18890.6
22.1 19.5
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18905.4 18903.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
840 856
18890.6 18890.6
3.6 0.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.0 18890.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
856 857
18890.6 18890.6
0.5 5.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.9 18894.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
236 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
857 139
18890.6 18890.6
5.4 6.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.2 18895.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
139 140
18890.6 18890.6
6.7 18.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.1 18903.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
840 900
18890.6 18890.6
4.8 8.1
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18893.8 18896.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
900 901
18890.6 18890.6
1.9 0.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.8 18891.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
901 902
18890.6 18890.6
0.7 1.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.0 18891.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
902 903
18890.6 18890.6
1.8 6.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.8 18895.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
903 904
18890.6 18890.6
6.7 27.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.1 18908.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
904 910
18890.6 18890.6
27.1 233.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18908.7 19047.0
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
910 911
18890.6 18890.6
1164.5 98.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19670.8 18956.3
83750.0 83750.0
23.5 22.6
UKOOA UKOOA
911 912
18890.6 18890.6
98.0 462.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18956.3 19200.5
83750.0 83750.0
22.6 22.9
UKOOA UKOOA
237 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
912 913
18890.6 18890.6
462.5 2827.3
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
913 914
18890.6 18890.6
2827.3 4658.2
0.0 -0.0
37781.1 37781.1
914 915
18890.6 18890.6
4658.2 270.6
0.0 -0.0
915 916
18890.6 18890.6
576.3 8281.0
916 920
18890.6 18890.6
920 921
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19200.5 20784.9
83750.0 83750.0
22.9 24.8
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
20784.9 22011.6
83750.0 83750.0
24.8 26.3
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22011.6 19071.9
83750.0 83750.0
26.3 22.8
UKOOA UKOOA
0.0 -0.0
39572.5 54332.9
39326.6 39326.6
2.129 2.129
2.440 2.440
19276.7 24438.8
83750.0 83750.0
23.0 29.2
UKOOA UKOOA
8281.0 3710.2
0.0 -0.0
54332.9 45576.3
39326.6 39326.6
2.129 2.129
2.440 2.440
24438.8 21376.4
83750.0 83750.0
29.2 25.5
UKOOA UKOOA
18890.6 18890.6
1742.3 3237.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20057.9 21059.7
83750.0 83750.0
23.9 25.1
UKOOA UKOOA
921 922
18890.6 18890.6
3237.5 2465.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21059.7 20542.5
83750.0 83750.0
25.1 24.5
UKOOA UKOOA
922 923
18890.6 18890.6
2465.6 962.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20542.5 19535.2
83750.0 83750.0
24.5 23.3
UKOOA UKOOA
923 924
18890.6 18890.6
962.2 112.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19535.2 18965.6
83750.0 83750.0
23.3 22.6
UKOOA UKOOA
924 925
18890.6 18890.6
112.0 39.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18965.6 18917.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
925
18890.6
39.8
0.0
37781.1
39326.6
1.000
1.000
18917.3
83750.0
22.6
UKOOA
238 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
926
18890.6
63.3
-0.0
37781.1
Max Stress Intensity KPa 39326.6
926 930
18890.6 18890.6
63.3 492.3
0.0 -0.0
37781.1 37781.1
930 931
18890.6 18890.6
52.9 20.7
-0.0 0.0
931 932
18890.6 18890.6
20.7 11.0
932 933
18890.6 18890.6
933 934
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18933.0
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 2.300
1.000 2.300
18933.0 19220.4
83750.0 83750.0
22.6 22.9
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18926.0 18904.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.5 18897.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
11.0 23.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18897.9 18906.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
23.8 120.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.5 18971.4
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
934 935
18890.6 18890.6
120.6 1028.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18971.4 19579.5
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
935 936
18890.6 18890.6
1028.3 2745.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19579.5 20729.9
83750.0 83750.0
23.4 24.8
UKOOA UKOOA
936 937
18890.6 18890.6
2745.3 3812.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20729.9 21445.2
83750.0 83750.0
24.8 25.6
UKOOA UKOOA
937 938
18890.6 18890.6
3812.9 1274.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21445.2 19744.2
83750.0 83750.0
25.6 23.6
UKOOA UKOOA
938 939
18890.6 18890.6
2713.1 8751.0
-0.0 -0.0
43666.1 55233.3
39326.6 39326.6
2.129 2.129
2.440 2.440
20708.4 24753.7
83750.0 83750.0
24.7 29.6
UKOOA UKOOA
239 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
939 940
18890.6 18890.6
8751.0 665.9
0.0 -0.0
55233.3 39744.1
39326.6 39326.6
2.129 2.129
2.440 2.440
24753.7 19336.7
83750.0 83750.0
29.6 23.1
UKOOA UKOOA
940 941
18890.6 18890.6
312.7 4494.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19100.1 21901.6
83750.0 83750.0
22.8 26.2
UKOOA UKOOA
941 942
18890.6 18890.6
4494.0 2992.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21901.6 20895.3
83750.0 83750.0
26.2 24.9
UKOOA UKOOA
942 943
18890.6 18890.6
2992.1 1057.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20895.3 19599.1
83750.0 83750.0
24.9 23.4
UKOOA UKOOA
943 944
18890.6 18890.6
1057.6 73.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19599.1 18939.5
83750.0 83750.0
23.4 22.6
UKOOA UKOOA
944 945
18890.6 18890.6
73.0 148.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18939.5 18990.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
945 950
18890.6 18890.6
148.5 1540.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18990.1 19922.8
83750.0 83750.0
22.7 23.8
UKOOA UKOOA
950 951
18890.6 18890.6
118.5 29.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18970.0 18910.4
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
951 960
18890.6 18890.6
29.6 24.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18910.4 18906.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
960 961
18890.6 18890.6
4.8 1.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.7 18891.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
240 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
961 962
18890.6 18890.6
1.8 0.6
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
962 963
18890.6 18890.6
0.6 0.3
-0.0 0.0
37781.1 37781.1
963 964
18890.6 18890.6
0.3 0.9
-0.0 0.0
964 965
18890.6 18890.6
0.9 11.9
965 966
18890.6 18890.6
966 967
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18891.8 18891.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.0 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
11.9 25.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18907.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
25.4 24.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.6 18906.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
967 969
18890.6 18890.6
24.4 13.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.9 18899.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
969 970
18890.6 18890.6
13.6 48.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.7 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
970 980
18890.6 18890.6
48.6 205.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19028.4
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1000 1010
18890.6 18890.6
200.0 196.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.6 19022.1
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
1010
18890.6
196.3
-0.0
37781.1
39326.6
1.000
1.000
19022.1
83750.0
22.7
UKOOA
241 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1011
18890.6
186.9
0.0
37781.1
Max Stress Intensity KPa 39326.6
1011 1012
18890.6 18890.6
186.9 891.8
-0.0 0.0
37781.1 37781.1
1012 1013
18890.6 18890.6
891.8 1932.6
-0.0 0.0
1013 1014
18890.6 18890.6
1932.6 1763.7
1014 82
18890.6 18890.6
82 80
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19015.8
83750.0
22.7
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19015.8 19488.0
83750.0 83750.0
22.7 23.3
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19488.0 20185.4
83750.0 83750.0
23.3 24.1
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20185.4 20072.3
83750.0 83750.0
24.1 24.0
UKOOA UKOOA
1763.7 3254.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20072.3 21071.4
83750.0 83750.0
24.0 25.2
UKOOA UKOOA
18890.6 18890.6
3254.9 8273.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21071.4 24433.7
83750.0 83750.0
25.2 29.2
UKOOA UKOOA
440 446
18890.6 18890.6
117.7 45.6
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18969.4 18921.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
446 447
18890.6 18890.6
45.6 18.7
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18921.1 18903.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
447 448
18890.6 18890.6
18.7 12.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.1 18898.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
448 449
18890.6 18890.6
12.0 24.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.6 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
449 451
18890.6 18890.6
24.9 23.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
242 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
451 1199
18890.6 18890.6
23.0 12.8
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18899.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1199 1200
18890.6 18890.6
12.8 48.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.1 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1200 1210
18890.6 18890.6
48.5 199.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1230 1240
18890.6 18890.6
199.4 48.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.2 18923.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1240 1241
18890.6 18890.6
48.5 22.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 18905.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1241 1242
18890.6 18890.6
22.9 24.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.9 18906.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1242 1243
18890.6 18890.6
24.3 11.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.9 18898.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1243 1244
18890.6 18890.6
11.4 55.1
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.2 18927.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1244 1250
18890.6 18890.6
55.1 865.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18927.5 19470.3
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
1250 1260
18890.6 18890.6
62.3 24.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18932.3 18906.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
243 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1260 1261
18890.6 18890.6
16.6 4.7
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1261 1262
18890.6 18890.6
4.7 2.1
-0.0 0.0
37781.1 37781.1
1262 1263
18890.6 18890.6
2.1 3.9
-0.0 0.0
1263 1264
18890.6 18890.6
3.9 13.3
1264 1270
18890.6 18890.6
1270 1280
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18901.7 18893.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.7 18892.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.0 18893.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.2 18899.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
13.3 109.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18899.5 18964.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
123.9 61.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18973.6 18931.8
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1280 1281
18890.6 18890.6
61.6 125.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18931.8 18974.4
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1281 1282
18890.6 18890.6
125.2 1040.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18974.4 19587.6
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
1282 1283
18890.6 18890.6
1040.4 2850.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19587.6 20800.7
83750.0 83750.0
23.4 24.8
UKOOA UKOOA
1283 1284
18890.6 18890.6
2850.9 4106.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20800.7 21641.6
83750.0 83750.0
24.8 25.8
UKOOA UKOOA
1284
18890.6
4106.1
0.0
37781.1
39326.6
1.000
1.000
21641.6
83750.0
25.8
UKOOA
244 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1285
18890.6
844.0
-0.0
37781.1
Max Stress Intensity KPa 39326.6
1285 1286
18890.6 18890.6
1797.2 8725.6
0.0 -0.0
41911.5 55184.8
1286 1290
18890.6 18890.6
8725.6 1567.4
0.0 -0.0
1290 1291
18890.6 18890.6
736.0 4182.6
1291 1292
18890.6 18890.6
1292 1293
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19456.0
83750.0
23.2
UKOOA
39326.6 39326.6
2.129 2.129
2.440 2.440
20094.7 24736.7
83750.0 83750.0
24.0 29.5
UKOOA UKOOA
55184.8 41471.2
39326.6 39326.6
2.129 2.129
2.440 2.440
24736.7 19940.7
83750.0 83750.0
29.5 23.8
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19383.7 21692.9
83750.0 83750.0
23.1 25.9
UKOOA UKOOA
4182.6 2873.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21692.9 20815.5
83750.0 83750.0
25.9 24.9
UKOOA UKOOA
18890.6 18890.6
2873.1 1021.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20815.5 19575.1
83750.0 83750.0
24.9 23.4
UKOOA UKOOA
1293 1294
18890.6 18890.6
1021.7 178.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19575.1 19010.1
83750.0 83750.0
23.4 22.7
UKOOA UKOOA
1294 1295
18890.6 18890.6
178.4 72.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19010.1 18939.0
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1295 1300
18890.6 18890.6
72.3 126.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18939.0 18975.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1300 1310
18890.6 18890.6
126.9 770.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18975.6 19406.6
83750.0 83750.0
22.7 23.2
UKOOA UKOOA
1310 1311
18890.6 18890.6
69.2 21.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18936.9 18905.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
245 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1311 1313
18890.6 18890.6
21.7 7.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.1 18895.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1313 1315
18890.6 18890.6
7.6 2.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.7 18892.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1315 1317
18890.6 18890.6
2.4 0.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.2 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1317 1321
18890.6 18890.6
0.9 0.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1321 1322
18890.6 18890.6
0.9 12.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18898.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1322 1323
18890.6 18890.6
12.0 25.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.6 18907.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1323 1324
18890.6 18890.6
25.5 23.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.6 18906.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1324 1325
18890.6 18890.6
23.9 12.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.6 18898.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1325 1312
18890.6 18890.6
12.2 48.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.8 18923.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1312 1314
18890.6 18890.6
48.4 194.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.0 19020.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
246 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1318 1319
18890.6 18890.6
195.9 48.3
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1319 1326
18890.6 18890.6
48.3 19.9
0.0 -0.0
37781.1 37781.1
1326 1327
18890.6 18890.6
19.9 22.7
0.0 -0.0
1327 1328
18890.6 18890.6
22.7 15.0
1328 1329
18890.6 18890.6
1329 1320
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19021.8 18922.9
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18922.9 18903.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.9 18905.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.8 18900.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
15.0 66.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.6 18935.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
66.7 313.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18935.3 19100.3
83750.0 83750.0
22.6 22.8
UKOOA UKOOA
1320 1331
18890.6 18890.6
313.1 330.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19100.3 19112.1
83750.0 83750.0
22.8 22.8
UKOOA UKOOA
1331 1330
18890.6 18890.6
330.6 2241.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
19112.1 20392.1
83750.0 83750.0
22.8 24.3
UKOOA UKOOA
1330 1332
18890.6 18890.6
1241.5 441.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19722.4 19186.4
83750.0 83750.0
23.5 22.9
UKOOA UKOOA
1332 1333
18890.6 18890.6
441.6 61.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19186.4 18932.0
83750.0 83750.0
22.9 22.6
UKOOA UKOOA
1333
18890.6
61.9
-0.0
37781.1
39326.6
1.000
1.000
18932.0
83750.0
22.6
UKOOA
247 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1334
18890.6
831.3
0.0
37781.1
Max Stress Intensity KPa 39326.6
1334 1335
18890.6 18890.6
831.3 2135.7
-0.0 0.0
37781.1 37781.1
1335 1336
18890.6 18890.6
2135.7 2912.4
-0.0 0.0
1336 1337
18890.6 18890.6
2912.4 1182.5
1337 1338
18890.6 18890.6
1338 1340
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19447.6
83750.0
23.2
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19447.6 20321.5
83750.0 83750.0
23.2 24.3
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20321.5 20841.8
83750.0 83750.0
24.3 24.9
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20841.8 19682.9
83750.0 83750.0
24.9 23.5
UKOOA UKOOA
2518.2 7002.0
-0.0 0.0
43292.6 51882.6
39326.6 39326.6
2.129 2.129
2.440 2.440
20577.7 23581.9
83750.0 83750.0
24.6 28.2
UKOOA UKOOA
18890.6 18890.6
7002.0 162.3
-0.0 -0.0
51882.6 38779.4
39326.6 39326.6
2.129 2.129
2.440 2.440
23581.9 18999.3
83750.0 83750.0
28.2 22.7
UKOOA UKOOA
1340 1341
18890.6 18890.6
76.2 3695.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.6 21366.7
83750.0 83750.0
22.6 25.5
UKOOA UKOOA
1341 1351
18890.6 18890.6
3695.7 2400.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21366.7 20499.0
83750.0 83750.0
25.5 24.5
UKOOA UKOOA
1351 1352
18890.6 18890.6
2400.6 793.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20499.0 19422.5
83750.0 83750.0
24.5 23.2
UKOOA UKOOA
1352 1353
18890.6 18890.6
793.9 55.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19422.5 18927.9
83750.0 83750.0
23.2 22.6
UKOOA UKOOA
1353 1354
18890.6 18890.6
55.7 138.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18927.9 18983.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
248 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1354 1355
18890.6 18890.6
138.9 78.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18983.6 18943.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1355 1356
18890.6 18890.6
78.4 53.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18943.1 18926.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1356 1342
18890.6 18890.6
53.7 56.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18926.6 18928.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1342 1343
18890.6 18890.6
56.9 194.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18928.7 19020.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1345 1346
18890.6 18890.6
196.5 65.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19022.2 18934.4
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1346 1357
18890.6 18890.6
65.4 21.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18934.4 18904.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1357 1358
18890.6 18890.6
21.0 125.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.6 18974.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1358 1347
18890.6 18890.6
125.4 1137.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18974.6 19652.5
83750.0 83750.0
22.7 23.5
UKOOA UKOOA
1347 1348
18890.6 18890.6
307.1 129.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19096.3 18977.2
83750.0 83750.0
22.8 22.7
UKOOA UKOOA
1348 1349
18890.6 18890.6
129.2 546.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18977.2 19256.4
83750.0 83750.0
22.7 23.0
UKOOA UKOOA
249 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1349 1359
18890.6 18890.6
546.1 2211.8
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1359 1361
18890.6 18890.6
2211.8 3515.2
-0.0 0.0
37781.1 37781.1
1361 1362
18890.6 18890.6
3515.2 28.4
-0.0 0.0
1362 1363
18890.6 18890.6
60.5 6516.2
1363 1350
18890.6 18890.6
1350 1364
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19256.4 20372.4
83750.0 83750.0
23.0 24.3
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
20372.4 21245.7
83750.0 83750.0
24.3 25.4
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21245.7 18909.6
83750.0 83750.0
25.4 22.6
UKOOA UKOOA
-0.0 0.0
38584.3 50951.9
39326.6 39326.6
2.129 2.129
2.440 2.440
18931.1 23256.4
83750.0 83750.0
22.6 27.8
UKOOA UKOOA
6516.2 2505.0
-0.0 0.0
50951.9 43267.4
39326.6 39326.6
2.129 2.129
2.440 2.440
23256.4 20568.9
83750.0 83750.0
27.8 24.6
UKOOA UKOOA
18890.6 18890.6
1176.3 2650.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19678.7 20666.7
83750.0 83750.0
23.5 24.7
UKOOA UKOOA
1364 1365
18890.6 18890.6
2650.9 1888.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20666.7 20155.5
83750.0 83750.0
24.7 24.1
UKOOA UKOOA
1365 1366
18890.6 18890.6
1888.0 533.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20155.5 19248.2
83750.0 83750.0
24.1 23.0
UKOOA UKOOA
1366 1367
18890.6 18890.6
533.8 342.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19248.2 19119.7
83750.0 83750.0
23.0 22.8
UKOOA UKOOA
1367 1360
18890.6 18890.6
342.0 6588.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
19119.7 23304.9
83750.0 83750.0
22.8 27.8
UKOOA UKOOA
1360
18890.6
370.4
0.0
37781.1
39326.6
1.000
1.000
19138.7
83750.0
22.9
UKOOA
250 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1370
18890.6
135.5
-0.0
37781.1
Max Stress Intensity KPa 39326.6
1370 1371
18890.6 18890.6
135.5 44.2
0.0 -0.0
37781.1 37781.1
1371 1372
18890.6 18890.6
44.2 97.6
0.0 -0.0
1372 1373
18890.6 18890.6
97.6 781.0
1373 1374
18890.6 18890.6
1374 1379
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18981.4
83750.0
22.7
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18981.4 18920.2
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18920.2 18956.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18956.0 19413.9
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
781.0 2032.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19413.9 20252.5
83750.0 83750.0
23.2 24.2
UKOOA UKOOA
18890.6 18890.6
2032.7 2717.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20252.5 20711.1
83750.0 83750.0
24.2 24.7
UKOOA UKOOA
1379 1381
18890.6 18890.6
2717.2 1287.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20711.1 19753.0
83750.0 83750.0
24.7 23.6
UKOOA UKOOA
1381 1382
18890.6 18890.6
3300.5 7636.3
0.0 0.0
44907.6 53009.7
39326.6 39326.6
2.564 2.564
2.938 2.938
21101.9 24006.9
83750.0 83750.0
25.2 28.7
UKOOA UKOOA
1382 1375
18890.6 18890.6
7636.3 2744.6
-0.0 0.0
53009.7 43868.9
39326.6 39326.6
2.564 2.564
2.938 2.938
24006.9 20729.4
83750.0 83750.0
28.7 24.8
UKOOA UKOOA
1375 1377
18890.6 18890.6
1070.4 2957.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19607.8 20872.4
83750.0 83750.0
23.4 24.9
UKOOA UKOOA
1377 1378
18890.6 18890.6
2957.9 1669.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20872.4 20009.3
83750.0 83750.0
24.9 23.9
UKOOA UKOOA
251 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1378 1383
18890.6 18890.6
1669.8 2042.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20009.3 20259.2
83750.0 83750.0
23.9 24.2
UKOOA UKOOA
1383 1384
18890.6 18890.6
2042.7 3613.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20259.2 21311.6
83750.0 83750.0
24.2 25.4
UKOOA UKOOA
1384 1385
18890.6 18890.6
3613.5 584.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21311.6 19282.3
83750.0 83750.0
25.4 23.0
UKOOA UKOOA
1385 1386
18890.6 18890.6
1499.3 7799.9
-0.0 0.0
41541.9 53315.4
39326.6 39326.6
2.564 2.564
2.938 2.938
19895.1 24116.5
83750.0 83750.0
23.8 28.8
UKOOA UKOOA
1386 1376
18890.6 18890.6
7799.9 4707.8
-0.0 0.0
53315.4 47537.3
39326.6 39326.6
2.564 2.564
2.938 2.938
24116.5 22044.8
83750.0 83750.0
28.8 26.3
UKOOA UKOOA
1376 1387
18890.6 18890.6
1836.1 2138.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20120.8 20323.5
83750.0 83750.0
24.0 24.3
UKOOA UKOOA
1387 1388
18890.6 18890.6
2138.7 1768.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20323.5 20075.3
83750.0 83750.0
24.3 24.0
UKOOA UKOOA
1388 1389
18890.6 18890.6
1768.2 729.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20075.3 19379.6
83750.0 83750.0
24.0 23.1
UKOOA UKOOA
1389 1391
18890.6 18890.6
729.9 70.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19379.6 18937.5
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
1391 1392
18890.6 18890.6
70.0 12.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18937.5 18899.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
252 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1392 1393
18890.6 18890.6
12.6 2.7
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1393 1394
18890.6 18890.6
2.7 1.4
-0.0 0.0
37781.1 37781.1
1394 1395
18890.6 18890.6
1.4 3.9
-0.0 0.0
1395 1396
18890.6 18890.6
3.9 14.1
1396 1397
18890.6 18890.6
1397 1380
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18899.0 18892.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.4 18891.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.5 18893.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.2 18900.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
14.1 60.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.0 18931.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
60.4 523.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18931.0 19241.0
83750.0 83750.0
22.6 23.0
UKOOA UKOOA
1380 1398
18890.6 18890.6
999.5 410.6
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19560.2 19165.6
83750.0 83750.0
23.4 22.9
UKOOA UKOOA
1398 1399
18890.6 18890.6
410.6 54.1
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19165.6 18926.8
83750.0 83750.0
22.9 22.6
UKOOA UKOOA
1399 1401
18890.6 18890.6
54.1 29.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18926.8 18910.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1401 1402
18890.6 18890.6
29.3 28.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18910.2 18909.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1402
18890.6
28.4
-0.1
37781.1
39326.6
1.000
1.000
18909.6
83750.0
22.6
UKOOA
253 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1403
18890.6
16.8
0.1
37781.1
Max Stress Intensity KPa 39326.6
1403 1390
18890.6 18890.6
16.8 112.3
-0.1 0.1
37781.1 37781.1
1390 1400
18890.6 18890.6
48.8 198.0
-0.1 0.1
1420 1430
18890.6 18890.6
198.4 51.3
1430 1431
18890.6 18890.6
1431 1432
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18901.8
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 2.300
1.000 2.300
18901.8 18965.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.3 19023.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19023.5 18925.0
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
51.3 914.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18925.0 19503.6
83750.0 83750.0
22.6 23.3
UKOOA UKOOA
18890.6 18890.6
914.9 2440.6
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19503.6 20525.8
83750.0 83750.0
23.3 24.5
UKOOA UKOOA
1432 1433
18890.6 18890.6
2440.6 2687.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20525.8 20690.9
83750.0 83750.0
24.5 24.7
UKOOA UKOOA
1433 1434
18890.6 18890.6
5721.9 7352.0
-0.1 -0.3
49430.4 52553.1
39326.6 39326.6
2.129 2.129
2.440 2.440
22724.3 23816.4
83750.0 83750.0
27.1 28.4
UKOOA UKOOA
1434 1440
18890.6 18890.6
7352.0 2971.6
0.3 0.1
52553.1 44161.3
39326.6 39326.6
2.129 2.129
2.440 2.440
23816.4 20881.5
83750.0 83750.0
28.4 24.9
UKOOA UKOOA
1440 1441
18890.6 18890.6
1395.4 4889.8
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19825.5 22166.7
83750.0 83750.0
23.7 26.5
UKOOA UKOOA
1441 1442
18890.6 18890.6
4889.8 2874.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22166.7 20816.3
83750.0 83750.0
26.5 24.9
UKOOA UKOOA
254 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1442 1443
18890.6 18890.6
2874.3 830.1
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20816.3 19446.7
83750.0 83750.0
24.9 23.2
UKOOA UKOOA
1443 1444
18890.6 18890.6
830.1 208.2
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19446.7 19030.1
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
1444 1445
18890.6 18890.6
208.2 235.6
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19030.1 19048.4
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
1445 1446
18890.6 18890.6
235.6 744.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19048.4 19389.7
83750.0 83750.0
22.7 23.2
UKOOA UKOOA
1446 1447
18890.6 18890.6
744.9 2911.6
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19389.7 20841.4
83750.0 83750.0
23.2 24.9
UKOOA UKOOA
1447 1448
18890.6 18890.6
2911.6 5406.8
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20841.4 22513.1
83750.0 83750.0
24.9 26.9
UKOOA UKOOA
1448 1449
18890.6 18890.6
5406.8 2874.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22513.1 20816.4
83750.0 83750.0
26.9 24.9
UKOOA UKOOA
1449 1451
18890.6 18890.6
7369.7 3770.6
-0.1 0.1
52511.6 45786.2
39326.6 39326.6
2.564 2.564
2.938 2.938
23828.3 21416.9
83750.0 83750.0
28.5 25.6
UKOOA UKOOA
1451 1450
18890.6 18890.6
3770.6 3369.7
-0.1 0.2
45786.2 45036.9
39326.6 39326.6
2.564 2.564
2.938 2.938
21416.9 21148.2
83750.0 83750.0
25.6 25.3
UKOOA UKOOA
1450 1452
18890.6 18890.6
1314.2 2435.6
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19771.1 20522.4
83750.0 83750.0
23.6 24.5
UKOOA UKOOA
255 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1452 1453
18890.6 18890.6
2435.6 1855.6
-0.2 0.2
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1453 1454
18890.6 18890.6
1855.6 724.8
-0.2 0.2
37781.1 37781.1
1454 1455
18890.6 18890.6
724.8 80.8
-0.2 0.2
1455 1456
18890.6 18890.6
80.8 21.4
1456 1457
18890.6 18890.6
1457 538
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
20522.4 20133.8
83750.0 83750.0
24.5 24.0
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
20133.8 19376.2
83750.0 83750.0
24.0 23.1
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19376.2 18944.7
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18944.7 18904.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
21.4 18.7
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.9 18903.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
18.7 1.3
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.1 18891.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
538 490
18890.6 18890.6
1.3 21.3
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.4 18904.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
145 166
18890.6 18890.6
104.3 732.4
3.5 -3.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18960.5 19381.3
83750.0 83750.0
22.6 23.1
UKOOA UKOOA
166 167
18890.6 18890.6
732.4 1409.6
3.5 -3.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19381.3 19835.0
83750.0 83750.0
23.1 23.7
UKOOA UKOOA
167 168
18890.6 18890.6
3001.7 692.4
3.5 -1.6
44219.0 39794.8
39326.6 39326.6
2.129 2.129
2.440 2.440
20901.7 19354.5
83750.0 83750.0
25.0 23.1
UKOOA UKOOA
168
18890.6
692.4
1.6
39794.8
39326.6
2.129
2.440
19354.5
83750.0
23.1
UKOOA
256 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
2145
18890.6
2798.6
0.0
43829.9
Max Stress Intensity KPa 39326.6
2145 2154
18890.6 18890.6
1314.2 818.1
-0.0 0.0
37781.1 37781.1
2154 2155
18890.6 18890.6
818.1 130.1
0.0 0.0
210 214
18890.6 18890.6
2571.7 777.9
214 215
18890.6 18890.6
215 216
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129
2.440
20765.6
83750.0
24.8
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19771.1 19438.7
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19438.7 18977.7
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20613.6 19411.7
83750.0 83750.0
24.6 23.2
UKOOA UKOOA
777.9 1030.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19411.7 19581.3
83750.0 83750.0
23.2 23.4
UKOOA UKOOA
18890.6 18890.6
1030.9 525.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19581.3 19242.5
83750.0 83750.0
23.4 23.0
UKOOA UKOOA
216 217
18890.6 18890.6
525.2 31.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19242.5 18911.5
83750.0 83750.0
23.0 22.6
UKOOA UKOOA
217 218
18890.6 18890.6
31.3 7.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18911.5 18895.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
218 221
18890.6 18890.6
7.4 2.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.5 18892.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
221 222
18890.6 18890.6
2.2 0.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.0 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
222 223
18890.6 18890.6
0.9 14.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18900.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
257 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
223 224
18890.6 18890.6
14.0 15.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.0 18900.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
224 225
18890.6 18890.6
15.1 18.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.7 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
225 2209
18890.6 18890.6
18.3 75.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18941.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
2209 2210
18890.6 18890.6
75.7 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.3 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
270 301
18890.6 18890.6
385.1 572.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19148.6 19274.2
83750.0 83750.0
22.9 23.0
UKOOA UKOOA
301 302
18890.6 18890.6
572.6 309.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19274.2 19097.6
83750.0 83750.0
23.0 22.8
UKOOA UKOOA
302 3269
18890.6 18890.6
309.1 172.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19097.6 19005.8
83750.0 83750.0
22.8 22.7
UKOOA UKOOA
3269 3270
18890.6 18890.6
172.0 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19005.8 18979.7
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
350 419
18890.6 18890.6
34.3 566.2
-2.2 2.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18913.5 19269.9
83750.0 83750.0
22.6 23.0
UKOOA UKOOA
419 421
18890.6 18890.6
566.2 1373.7
-2.2 2.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19269.9 19811.0
83750.0 83750.0
23.0 23.7
UKOOA UKOOA
258 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
421 422
18890.6 18890.6
2925.3 666.0
-2.2 0.8
44072.7 39744.3
Max Stress Intensity KPa 39326.6 39326.6
422 3350
18890.6 18890.6
666.0 2817.9
-0.8 -0.0
39744.3 43866.9
3350 3359
18890.6 18890.6
1323.3 823.8
0.0 -0.0
3359 3360
18890.6 18890.6
823.8 130.5
370 423
18890.6 18890.6
423 424
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129 2.129
2.440 2.440
20850.5 19336.8
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
39326.6 39326.6
2.129 2.129
2.440 2.440
19336.8 20778.6
83750.0 83750.0
23.1 24.8
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19777.2 19442.5
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19442.5 18978.0
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
19.6 621.0
-2.2 2.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.7 19306.6
83750.0 83750.0
22.6 23.1
UKOOA UKOOA
18890.6 18890.6
621.0 1401.7
-2.2 2.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19306.6 19829.7
83750.0 83750.0
23.1 23.7
UKOOA UKOOA
424 425
18890.6 18890.6
2984.9 688.3
-2.2 0.8
44186.8 39786.9
39326.6 39326.6
2.129 2.129
2.440 2.440
20890.4 19351.7
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
425 4370
18890.6 18890.6
688.3 2812.6
-0.8 -0.0
39786.9 43856.8
39326.6 39326.6
2.129 2.129
2.440 2.440
19351.7 20775.0
83750.0 83750.0
23.1 24.8
UKOOA UKOOA
4370 4379
18890.6 18890.6
1320.8 822.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19775.5 19441.5
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
4379 4380
18890.6 18890.6
822.3 130.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19441.5 18978.0
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
580
18890.6
18.3
0.0
37781.1
39326.6
1.000
1.000
18902.8
83750.0
22.6
UKOOA
259 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
581
18890.6
32.5
-0.0
37781.1
Max Stress Intensity KPa 39326.6
581 582
18890.6 18890.6
32.5 25.0
0.0 -0.0
37781.1 37781.1
582 583
18890.6 18890.6
25.0 13.8
0.0 -0.0
583 584
18890.6 18890.6
13.8 13.8
584 585
18890.6 18890.6
585 586
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18912.4
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18912.4 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18899.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.8 18899.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
13.8 14.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.8 18900.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
14.7 18.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.4 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
586 4579
18890.6 18890.6
18.4 75.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18941.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
4579 4580
18890.6 18890.6
75.7 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.3 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
590 597
18890.6 18890.6
37.9 636.7
-3.7 3.7
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18916.0 19317.1
83750.0 83750.0
22.6 23.1
UKOOA UKOOA
597 598
18890.6 18890.6
636.7 1395.5
-3.7 3.7
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19317.1 19825.6
83750.0 83750.0
23.1 23.7
UKOOA UKOOA
598 601
18890.6 18890.6
2971.8 688.1
-3.7 1.6
44161.6 39786.5
39326.6 39326.6
2.129 2.129
2.440 2.440
20881.6 19351.6
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
260 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
601 5590
18890.6 18890.6
688.1 2784.2
-1.6 -0.0
39786.5 43802.3
39326.6 39326.6
2.129 2.129
2.440 2.440
19351.6 20756.0
83750.0 83750.0
23.1 24.8
UKOOA UKOOA
5590 5599
18890.6 18890.6
1307.5 813.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19766.6 19435.9
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
5599 5600
18890.6 18890.6
813.9 130.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19435.9 18977.7
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
900 905
18890.6 18890.6
2.7 1403.3
2.3 -2.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.3 19830.8
83750.0 83750.0
22.6 23.7
UKOOA UKOOA
905 906
18890.6 18890.6
2988.3 664.3
2.3 -0.8
44193.4 39741.1
39326.6 39326.6
2.129 2.129
2.440 2.440
20892.7 19335.7
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
906 6900
18890.6 18890.6
664.3 2606.7
0.8 0.0
39741.1 43462.3
39326.6 39326.6
2.129 2.129
2.440 2.440
19335.7 20637.1
83750.0 83750.0
23.1 24.6
UKOOA UKOOA
6900 6909
18890.6 18890.6
1224.1 762.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19710.7 19401.3
83750.0 83750.0
23.5 23.2
UKOOA UKOOA
6909 6910
18890.6 18890.6
762.3 130.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19401.3 18978.0
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
910 917
18890.6 18890.6
1266.0 508.0
5.7 -5.7
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19738.8 19230.9
83750.0 83750.0
23.6 23.0
UKOOA UKOOA
917 918
18890.6 18890.6
1081.7 538.4
5.7 -2.8
40540.8 39499.5
39326.6 39326.6
2.129 2.129
2.440 2.440
19615.3 19251.3
83750.0 83750.0
23.4 23.0
UKOOA UKOOA
261 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
918 7910
18890.6 18890.6
538.4 2945.2
2.8 0.0
39499.5 44110.8
Max Stress Intensity KPa 39326.6 39326.6
7910 7919
18890.6 18890.6
1383.1 860.7
-0.0 0.0
37781.1 37781.1
7919 7920
18890.6 18890.6
860.7 129.6
-0.0 0.0
930 946
18890.6 18890.6
267.0 660.1
946 947
18890.6 18890.6
947 948
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129 2.129
2.440 2.440
19251.3 20863.8
83750.0 83750.0
23.0 24.9
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19817.2 19467.3
83750.0 83750.0
23.7 23.2
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19467.3 18977.4
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19069.4 19332.8
83750.0 83750.0
22.8 23.1
UKOOA UKOOA
660.1 481.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19332.8 19213.4
83750.0 83750.0
23.1 22.9
UKOOA UKOOA
18890.6 18890.6
481.8 180.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19213.4 19011.3
83750.0 83750.0
22.9 22.7
UKOOA UKOOA
948 949
18890.6 18890.6
180.1 92.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19011.3 18952.5
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
949 952
18890.6 18890.6
92.4 15.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18952.5 18900.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
952 953
18890.6 18890.6
15.3 22.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.8 18905.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
953 8929
18890.6 18890.6
22.5 75.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.6 18941.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
8929
18890.6
75.9
0.0
37781.1
39326.6
1.000
1.000
18941.5
83750.0
22.6
UKOOA
262 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
8930
18890.6
133.0
-0.0
37781.1
Max Stress Intensity KPa 39326.6
950 954
18890.6 18890.6
788.4 394.0
4.1 -4.1
37781.1 37781.1
954 955
18890.6 18890.6
394.0 821.7
4.1 -4.1
955 956
18890.6 18890.6
1749.8 178.3
956 9950
18890.6 18890.6
9950 9959
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18979.7
83750.0
22.7
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19418.8 19154.5
83750.0 83750.0
23.2 22.9
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19154.5 19441.1
83750.0 83750.0
22.9 23.2
UKOOA UKOOA
4.1 -1.9
41820.6 38809.4
39326.6 39326.6
2.129 2.129
2.440 2.440
20062.9 19010.0
83750.0 83750.0
24.0 22.7
UKOOA UKOOA
178.3 2964.4
1.9 0.0
38809.4 44147.6
39326.6 39326.6
2.129 2.129
2.440 2.440
19010.0 20876.7
83750.0 83750.0
22.7 24.9
UKOOA UKOOA
18890.6 18890.6
1392.1 866.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19823.3 19471.1
83750.0 83750.0
23.7 23.2
UKOOA UKOOA
9959 9960
18890.6 18890.6
866.4 130.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19471.1 18977.6
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
960 968
18890.6 18890.6
5.8 58.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.4 18929.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
968 971
18890.6 18890.6
58.3 36.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18929.6 18915.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
971 972
18890.6 18890.6
36.8 15.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18915.2 18901.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
972 973
18890.6 18890.6
15.8 14.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18901.1 18899.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
263 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
973 974
18890.6 18890.6
14.0 14.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.9 18900.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
974 975
18890.6 18890.6
14.8 18.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.5 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
975 10959
18890.6 18890.6
18.4 75.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18941.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
10959 10960
18890.6 18890.6
75.7 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.3 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1250 1251
18890.6 18890.6
438.3 427.7
-6.0 6.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19184.2 19177.1
83750.0 83750.0
22.9 22.9
UKOOA UKOOA
1251 1252
18890.6 18890.6
427.7 1222.8
-6.0 6.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19177.1 19709.8
83750.0 83750.0
22.9 23.5
UKOOA UKOOA
1252 1253
18890.6 18890.6
2603.9 530.9
-6.0 3.0
43457.0 39485.2
39326.6 39326.6
2.129 2.129
2.440 2.440
20635.2 19246.3
83750.0 83750.0
24.6 23.0
UKOOA UKOOA
1253 11250
18890.6 18890.6
530.9 2781.6
-3.0 -0.0
39485.2 43797.3
39326.6 39326.6
2.129 2.129
2.440 2.440
19246.3 20754.2
83750.0 83750.0
23.0 24.8
UKOOA UKOOA
11250 11259
18890.6 18890.6
1306.2 813.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19765.7 19435.3
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
11259 11260
18890.6 18890.6
813.0 129.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19435.3 18977.3
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
264 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1260 1265
18890.6 18890.6
27.1 162.9
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1265 1266
18890.6 18890.6
162.9 110.1
-0.0 0.0
37781.1 37781.1
1266 1267
18890.6 18890.6
110.1 36.3
-0.0 0.0
1267 1268
18890.6 18890.6
36.3 7.2
1268 1269
18890.6 18890.6
1269 1271
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18908.8 18999.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18999.7 18964.4
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18964.4 18914.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18914.9 18895.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
7.2 14.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.4 18900.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
14.3 14.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.1 18900.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1271 1272
18890.6 18890.6
14.7 18.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.4 18903.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1272 12259
18890.6 18890.6
18.6 75.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.0 18941.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
12259 12260
18890.6 18890.6
75.9 133.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.4 18979.8
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1270 1273
18890.6 18890.6
171.5 1756.5
-2.7 2.7
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19005.5 20067.4
83750.0 83750.0
22.7 24.0
UKOOA UKOOA
1273
18890.6
3740.5
-2.7
45634.3
39326.6
2.129
2.440
21396.7
83750.0
25.5
UKOOA
265 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1274
18890.6
1104.1
1.1
40583.7
Max Stress Intensity KPa 39326.6
1274 13270
18890.6 18890.6
1104.1 2472.4
-1.1 -0.0
40583.7 43205.0
13270 13279
18890.6 18890.6
1161.0 723.2
0.0 -0.0
13279 13280
18890.6 18890.6
723.2 130.3
1310 1339
18890.6 18890.6
1339 1368
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129
2.440
19630.3
83750.0
23.4
UKOOA
39326.6 39326.6
2.129 2.129
2.440 2.440
19630.3 20547.1
83750.0 83750.0
23.4 24.5
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19668.5 19375.1
83750.0 83750.0
23.5 23.1
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19375.1 18977.9
83750.0 83750.0
23.1 22.7
UKOOA UKOOA
404.0 945.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19161.3 19524.3
83750.0 83750.0
22.9 23.3
UKOOA UKOOA
18890.6 18890.6
945.9 698.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19524.3 19358.8
83750.0 83750.0
23.3 23.1
UKOOA UKOOA
1368 1369
18890.6 18890.6
698.8 266.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19358.8 19068.9
83750.0 83750.0
23.1 22.8
UKOOA UKOOA
1369 1404
18890.6 18890.6
266.1 34.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19068.9 18913.6
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
1404 1405
18890.6 18890.6
34.3 13.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18913.6 18899.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1405 1406
18890.6 18890.6
13.4 14.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.5 18900.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1406 1407
18890.6 18890.6
14.1 15.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.0 18900.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
266 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1407 1408
18890.6 18890.6
15.1 18.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.7 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1408 14309
18890.6 18890.6
18.4 75.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18941.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
14309 14310
18890.6 18890.6
75.7 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.3 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1330 1409
18890.6 18890.6
2215.9 1361.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20375.2 19803.0
83750.0 83750.0
24.3 23.6
UKOOA UKOOA
1409 1411
18890.6 18890.6
1361.8 1339.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19803.0 19787.7
83750.0 83750.0
23.6 23.6
UKOOA UKOOA
1411 1412
18890.6 18890.6
1339.1 607.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19787.7 19297.8
83750.0 83750.0
23.6 23.0
UKOOA UKOOA
1412 1413
18890.6 18890.6
607.8 46.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19297.8 18921.5
83750.0 83750.0
23.0 22.6
UKOOA UKOOA
1413 1414
18890.6 18890.6
46.1 5.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18921.5 18894.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1414 1415
18890.6 18890.6
5.5 26.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.3 18908.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1415 1416
18890.6 18890.6
26.1 103.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18908.1 18960.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
267 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1416 1417
18890.6 18890.6
103.7 152.4
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1417 1418
18890.6 18890.6
152.4 1027.1
0.0 -0.0
37781.1 37781.1
1418 1419
18890.6 18890.6
1027.1 3948.4
0.0 -0.0
1419 1421
18890.6 18890.6
3948.4 7596.9
1421 1422
18890.6 18890.6
1422 15320
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18960.1 18992.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18992.7 19578.7
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19578.7 21536.0
83750.0 83750.0
23.4 25.7
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21536.0 23980.5
83750.0 83750.0
25.7 28.6
UKOOA UKOOA
19478.4 1773.7
0.0 -0.0
75138.2 42054.7
41490.9 39326.6
2.564 2.564
2.938 2.938
31941.1 20079.0
83750.0 83750.0
38.1 24.0
UKOOA UKOOA
18890.6 18890.6
1773.7 21321.2
0.0 0.0
42054.7 78581.8
39326.6 40680.2
2.564 2.564
2.938 2.938
20079.0 33175.8
83750.0 83750.0
24.0 39.6
UKOOA UKOOA
15320 15321
18890.6 18890.6
8315.7 7361.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
24462.1 23822.5
83750.0 83750.0
29.2 28.4
UKOOA UKOOA
15321 15322
18890.6 18890.6
7361.2 3079.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
23822.5 20953.7
83750.0 83750.0
28.4 25.0
UKOOA UKOOA
15322 15323
18890.6 18890.6
3079.2 428.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20953.7 19177.4
83750.0 83750.0
25.0 22.9
UKOOA UKOOA
15323 15324
18890.6 18890.6
428.1 375.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19177.4 19142.1
83750.0 83750.0
22.9 22.9
UKOOA UKOOA
15324
18890.6
375.4
-0.0
37781.1
39326.6
1.000
1.000
19142.1
83750.0
22.9
UKOOA
268 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
15326
18890.6
62.3
0.0
37781.1
Max Stress Intensity KPa 39326.6
15326 15327
18890.6 18890.6
62.3 16.0
-0.0 0.0
37781.1 37781.1
15327 15328
18890.6 18890.6
16.0 18.2
-0.0 0.0
15328 15329
18890.6 18890.6
18.2 19.0
15329 15331
18890.6 18890.6
15331 15325
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18932.3
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18932.3 18901.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18901.3 18902.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.8 18903.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
19.0 75.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.3 18941.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
75.8 133.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.4 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1360 1423
18890.6 18890.6
3235.0 1529.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21058.0 19915.1
83750.0 83750.0
25.1 23.8
UKOOA UKOOA
1423 1424
18890.6 18890.6
1529.1 1630.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19915.1 19982.8
83750.0 83750.0
23.8 23.9
UKOOA UKOOA
1424 1425
18890.6 18890.6
1630.2 734.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19982.8 19382.6
83750.0 83750.0
23.9 23.1
UKOOA UKOOA
1425 1426
18890.6 18890.6
734.4 57.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19382.6 18929.3
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
1426 1427
18890.6 18890.6
57.9 59.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18929.3 18930.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
269 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1427 1428
18890.6 18890.6
59.1 27.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18930.2 18909.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1428 1429
18890.6 18890.6
27.9 19.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18909.3 18903.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1429 16359
18890.6 18890.6
19.1 75.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.3 18941.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
16359 16360
18890.6 18890.6
75.9 133.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.4 18979.8
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1347 1435
18890.6 18890.6
801.3 249.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19427.5 19057.8
83750.0 83750.0
23.2 22.8
UKOOA UKOOA
1435 1436
18890.6 18890.6
249.6 323.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19057.8 19107.2
83750.0 83750.0
22.8 22.8
UKOOA UKOOA
1436 17370
18890.6 18890.6
323.4 155.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19107.2 18995.0
83750.0 83750.0
22.8 22.7
UKOOA UKOOA
17370 17371
18890.6 18890.6
155.9 62.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18995.0 18932.6
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
17371 17372
18890.6 18890.6
62.7 24.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18932.6 18906.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
17372 17379
18890.6 18890.6
24.0 77.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.6 18942.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
270 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 2 (OPE) W+T1+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
17379 17380
18890.6 18890.6
77.5 133.9
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1380 1437
18890.6 18890.6
1226.9 886.1
4.3 -4.3
37781.1 37781.1
1437 1438
18890.6 18890.6
886.1 531.1
4.3 -4.3
1438 1439
18890.6 18890.6
1130.9 86.5
1439 18380
18890.6 18890.6
18380 18389 18389 18390
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18942.5 18980.3
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19712.6 19484.2
83750.0 83750.0
23.5 23.3
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19484.2 19246.4
83750.0 83750.0
23.3 23.0
UKOOA UKOOA
4.3 -2.0
40635.0 38632.7
39326.6 39326.6
2.129 2.129
2.440 2.440
19648.3 18948.5
83750.0 83750.0
23.5 22.6
UKOOA UKOOA
86.5 3042.0
2.0 0.0
38632.7 44296.1
39326.6 39326.6
2.129 2.129
2.440 2.440
18948.5 20928.7
83750.0 83750.0
22.6 25.0
UKOOA UKOOA
18890.6 18890.6
1428.5 889.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19847.7 19486.2
83750.0 83750.0
23.7 23.3
UKOOA UKOOA
18890.6 18890.6
889.0 129.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19486.2 18977.6
83750.0 83750.0
23.3 22.7
UKOOA UKOOA
271 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
Piping Code: UKOOA
= UKOOA (1994)
CODE STRESS CHECK PASSED Highest Stresses: (KPa CodeStress Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: 3D Max Intensity:
: LOADCASE 3 (SUS) W+P1
) 39.4 32981.8 18890.6 21031.6 6.0 78040.6 41194.4
@Node 15320 Allowable: @Node 11 @Node 15320 @Node 1251 @Node 15320 @Node 1421
83750.0
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
10 11
18890.6 18890.6
0.0 0.0
0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
11 12
18890.6 18890.6
0.0 0.0
0.0 0.0
37781.1 37781.1
12 13
18890.6 18890.6
0.0 0.0
-0.0 0.0
13 14
18890.6 18890.6
0.0 0.3
14 15
18890.6 18890.6
0.3 0.7
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18890.6 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18891.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
272 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
15 16
18890.6 18890.6
0.7 11.9
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
16 17
18890.6 18890.6
11.9 24.9
0.0 0.0
37781.1 37781.1
17 18
18890.6 18890.6
24.9 23.0
0.0 -0.0
18 19
18890.6 18890.6
23.0 12.8
19 20
18890.6 18890.6
20 30
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18891.0 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18899.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
12.8 48.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.1 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
48.5 199.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
50 60
18890.6 18890.6
199.4 48.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.1 18923.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
60 61
18890.6 18890.6
48.5 23.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
61 62
18890.6 18890.6
23.0 24.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
62 63
18890.6 18890.6
24.9 12.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18898.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
63
18890.6
12.0
0.0
37781.1
39326.6
1.000
1.000
18898.6
83750.0
22.6
UKOOA
273 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
64
18890.6
17.4
-0.0
37781.1
Max Stress Intensity KPa 39326.6
64 65
18890.6 18890.6
17.4 41.8
0.0 -0.0
37781.1 37781.1
65 66
18890.6 18890.6
41.8 153.3
0.0 -0.0
66 67
18890.6 18890.6
153.3 809.2
67 68
18890.6 18890.6
68 69
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18902.3
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.3 18918.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18918.6 18993.3
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18993.3 19432.7
83750.0 83750.0
22.7 23.2
UKOOA UKOOA
809.2 2921.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19432.7 20847.6
83750.0 83750.0
23.2 24.9
UKOOA UKOOA
18890.6 18890.6
2921.0 5404.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20847.6 22511.3
83750.0 83750.0
24.9 26.9
UKOOA UKOOA
69 71
18890.6 18890.6
5404.0 2959.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22511.3 20873.7
83750.0 83750.0
26.9 24.9
UKOOA UKOOA
71 72
18890.6 18890.6
6303.2 6161.0
0.0 -0.4
50543.8 50271.5
39326.6 39326.6
2.129 2.129
2.440 2.440
23113.7 23018.5
83750.0 83750.0
27.6 27.5
UKOOA UKOOA
72 70
18890.6 18890.6
6161.0 8642.1
0.4 -0.6
50271.5 55024.7
39326.6 39326.6
2.129 2.129
2.440 2.440
23018.5 24680.8
83750.0 83750.0
27.5 29.5
UKOOA UKOOA
70 73
18890.6 18890.6
4058.3 413.1
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21609.6 19167.3
83750.0 83750.0
25.8 22.9
UKOOA UKOOA
73 74
18890.6 18890.6
413.1 1095.8
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19167.3 19624.7
83750.0 83750.0
22.9 23.4
UKOOA UKOOA
274 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
74 75
18890.6 18890.6
1095.8 646.4
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19624.7 19323.6
83750.0 83750.0
23.4 23.1
UKOOA UKOOA
75 76
18890.6 18890.6
646.4 23.7
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19323.6 18906.4
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
76 77
18890.6 18890.6
23.7 5.3
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.4 18894.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
77 78
18890.6 18890.6
5.3 4.5
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.1 18893.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
78 79
18890.6 18890.6
4.5 4.1
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.6 18893.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
79 80
18890.6 18890.6
4.1 29.3
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18893.3 18910.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
80 81
18890.6 18890.6
8148.0 477.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
24349.7 19210.3
83750.0 83750.0
29.1 22.9
UKOOA UKOOA
81 89
18890.6 18890.6
477.2 379.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19210.3 19145.0
83750.0 83750.0
22.9 22.9
UKOOA UKOOA
89 90
18890.6 18890.6
379.7 1236.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19145.0 19719.1
83750.0 83750.0
22.9 23.5
UKOOA UKOOA
90 100
18890.6 18890.6
1236.6 1044.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19719.1 19590.4
83750.0 83750.0
23.5 23.4
UKOOA UKOOA
275 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
120 130
18890.6 18890.6
771.5 244.7
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
130 131
18890.6 18890.6
244.7 71.4
0.0 -0.0
37781.1 37781.1
131 132
18890.6 18890.6
71.4 35.7
0.0 -0.0
132 133
18890.6 18890.6
35.7 80.9
133 134
18890.6 18890.6
134 140
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19407.5 19054.5
83750.0 83750.0
23.2 22.8
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19054.5 18938.4
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18938.4 18914.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18914.5 18944.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
80.9 227.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18944.8 19043.0
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
18890.6 18890.6
227.5 399.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
19043.0 19158.2
83750.0 83750.0
22.7 22.9
UKOOA UKOOA
140 145
18890.6 18890.6
155.1 237.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18994.5 19049.6
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
145 146
18890.6 18890.6
1.6 0.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.6 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
146 147
18890.6 18890.6
0.4 0.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
147 148
18890.6 18890.6
0.1 0.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
148
18890.6
0.1
0.0
37781.1
39326.6
1.000
1.000
18890.6
83750.0
22.6
UKOOA
276 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
149
18890.6
0.2
-0.0
37781.1
Max Stress Intensity KPa 39326.6
149 151
18890.6 18890.6
0.2 0.7
0.0 -0.0
37781.1 37781.1
151 152
18890.6 18890.6
0.7 4.1
0.0 -0.0
152 153
18890.6 18890.6
4.1 19.0
153 154
18890.6 18890.6
154 155
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18890.7
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.7 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18893.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.3 18903.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
19.0 105.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.3 18961.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
105.4 978.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18961.2 19545.8
83750.0 83750.0
22.6 23.3
UKOOA UKOOA
155 156
18890.6 18890.6
978.0 2509.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19545.8 20571.6
83750.0 83750.0
23.3 24.6
UKOOA UKOOA
156 157
18890.6 18890.6
2509.0 3305.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20571.6 21105.2
83750.0 83750.0
24.6 25.2
UKOOA UKOOA
157 158
18890.6 18890.6
3305.4 1738.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21105.2 20055.2
83750.0 83750.0
25.2 23.9
UKOOA UKOOA
158 159
18890.6 18890.6
3701.5 8440.9
0.0 -0.1
45559.7 54639.2
39326.6 39326.6
2.129 2.129
2.440 2.440
21370.6 24545.9
83750.0 83750.0
25.5 29.3
UKOOA UKOOA
159 150
18890.6 18890.6
8440.9 389.8
0.1 -0.1
54639.2 39215.1
39326.6 39326.6
2.129 2.129
2.440 2.440
24545.9 19151.7
83750.0 83750.0
29.3 22.9
UKOOA UKOOA
277 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
150 161
18890.6 18890.6
183.0 4635.9
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19013.2 21996.6
83750.0 83750.0
22.7 26.3
UKOOA UKOOA
161 162
18890.6 18890.6
4635.9 3019.2
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21996.6 20913.4
83750.0 83750.0
26.3 25.0
UKOOA UKOOA
162 163
18890.6 18890.6
3019.2 167.9
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20913.4 19003.1
83750.0 83750.0
25.0 22.7
UKOOA UKOOA
163 164
18890.6 18890.6
167.9 190.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19003.1 19018.3
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
164 165
18890.6 18890.6
190.6 169.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19018.3 19004.2
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
165 160
18890.6 18890.6
169.6 156.7
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19004.2 18995.6
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
160 170
18890.6 18890.6
156.7 205.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18995.6 19028.3
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
190 200
18890.6 18890.6
199.5 101.1
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.2 18958.3
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
200 201
18890.6 18890.6
101.1 108.3
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18958.3 18963.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
201 202
18890.6 18890.6
108.3 414.4
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18963.1 19168.2
83750.0 83750.0
22.6 22.9
UKOOA UKOOA
278 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
202 203
18890.6 18890.6
414.4 772.4
0.1 -0.1
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
203 210
18890.6 18890.6
772.4 1289.8
0.1 -0.1
37781.1 37781.1
210 211
18890.6 18890.6
3097.8 887.1
0.1 -0.1
211 212
18890.6 18890.6
887.1 608.8
212 213
18890.6 18890.6
213 219
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19168.2 19408.1
83750.0 83750.0
22.9 23.2
UKOOA UKOOA
39326.6 39326.6
1.000 2.300
1.000 2.300
19408.1 19754.8
83750.0 83750.0
23.2 23.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20966.1 19484.9
83750.0 83750.0
25.0 23.3
UKOOA UKOOA
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19484.9 19298.4
83750.0 83750.0
23.3 23.0
UKOOA UKOOA
608.8 198.9
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19298.4 19023.8
83750.0 83750.0
23.0 22.7
UKOOA UKOOA
18890.6 18890.6
198.9 117.4
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19023.8 18969.2
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
219 220
18890.6 18890.6
117.4 60.3
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18969.2 18931.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
220 230
18890.6 18890.6
60.3 199.5
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18931.0 19024.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
250 260
18890.6 18890.6
199.5 53.9
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.2 18926.7
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
260 261
18890.6 18890.6
53.9 24.1
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18926.7 18906.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
261
18890.6
24.1
0.1
37781.1
39326.6
1.000
1.000
18906.7
83750.0
22.6
UKOOA
279 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
262
18890.6
24.9
-0.1
37781.1
Max Stress Intensity KPa 39326.6
262 263
18890.6 18890.6
24.9 11.9
0.1 -0.1
37781.1 37781.1
263 264
18890.6 18890.6
11.9 1.0
0.1 -0.1
264 265
18890.6 18890.6
1.0 0.8
265 266
18890.6 18890.6
266 267
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18907.2
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.8 2.3
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18892.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
2.3 7.0
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.1 18895.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
267 268
18890.6 18890.6
7.0 21.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.3 18905.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
268 270
18890.6 18890.6
21.6 183.0
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18905.1 19013.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
270 271
18890.6 18890.6
300.2 85.1
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19091.7 18947.6
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
271 272
18890.6 18890.6
85.1 78.7
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18947.6 18943.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
272 273
18890.6 18890.6
78.7 737.7
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18943.3 19384.8
83750.0 83750.0
22.6 23.1
UKOOA UKOOA
280 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
273 274
18890.6 18890.6
737.7 1829.2
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19384.8 20116.1
83750.0 83750.0
23.1 24.0
UKOOA UKOOA
274 277
18890.6 18890.6
1829.2 2302.5
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20116.1 20433.3
83750.0 83750.0
24.0 24.4
UKOOA UKOOA
277 281
18890.6 18890.6
2302.5 1607.2
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20433.3 19967.4
83750.0 83750.0
24.4 23.8
UKOOA UKOOA
281 282
18890.6 18890.6
4120.9 7587.5
-0.6 0.5
46440.7 52918.5
39326.6 39326.6
2.564 2.564
2.938 2.938
21651.6 23974.2
83750.0 83750.0
25.9 28.6
UKOOA UKOOA
282 275
18890.6 18890.6
7587.5 1900.5
-0.5 0.3
52918.5 42291.6
39326.6 39326.6
2.564 2.564
2.938 2.938
23974.2 20163.9
83750.0 83750.0
28.6 24.1
UKOOA UKOOA
275 278
18890.6 18890.6
741.2 3272.3
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19387.2 21083.0
83750.0 83750.0
23.1 25.2
UKOOA UKOOA
278 279
18890.6 18890.6
3272.3 1694.6
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21083.0 20026.0
83750.0 83750.0
25.2 23.9
UKOOA UKOOA
279 283
18890.6 18890.6
1694.6 1574.8
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20026.0 19945.7
83750.0 83750.0
23.9 23.8
UKOOA UKOOA
283 284
18890.6 18890.6
1574.8 3072.8
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19945.7 20949.3
83750.0 83750.0
23.8 25.0
UKOOA UKOOA
284 285
18890.6 18890.6
3072.8 887.3
-0.3 0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20949.3 19485.1
83750.0 83750.0
25.0 23.3
UKOOA UKOOA
281 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
285 286
18890.6 18890.6
2275.1 7538.3
-0.3 0.2
42991.6 52826.6
Max Stress Intensity KPa 39326.6 39326.6
286 276
18890.6 18890.6
7538.3 3696.4
-0.2 0.1
52826.6 45647.4
276 287
18890.6 18890.6
1441.7 2476.9
-0.1 0.1
287 288
18890.6 18890.6
2476.9 1908.4
288 289
18890.6 18890.6
289 291
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.564 2.564
2.938 2.938
20414.9 23941.3
83750.0 83750.0
24.4 28.6
UKOOA UKOOA
39326.6 39326.6
2.564 2.564
2.938 2.938
23941.3 21367.1
83750.0 83750.0
28.6 25.5
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19856.5 20550.1
83750.0 83750.0
23.7 24.5
UKOOA UKOOA
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20550.1 20169.2
83750.0 83750.0
24.5 24.1
UKOOA UKOOA
1908.4 752.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20169.2 19394.4
83750.0 83750.0
24.1 23.2
UKOOA UKOOA
18890.6 18890.6
752.0 78.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19394.4 18943.1
83750.0 83750.0
23.2 22.6
UKOOA UKOOA
291 292
18890.6 18890.6
78.5 12.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18943.1 18898.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
292 293
18890.6 18890.6
12.4 5.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.9 18894.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
293 280
18890.6 18890.6
5.5 15.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18894.3 18900.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
280 294
18890.6 18890.6
87.4 72.3
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18949.1 18939.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
294
18890.6
72.3
-0.4
37781.1
39326.6
1.000
1.000
18939.0
83750.0
22.6
UKOOA
282 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
295
18890.6
14.8
0.4
37781.1
Max Stress Intensity KPa 39326.6
295 296
18890.6 18890.6
14.8 25.1
-0.4 0.4
37781.1 37781.1
296 297
18890.6 18890.6
25.1 23.3
-0.4 0.4
297 298
18890.6 18890.6
23.3 13.0
298 290
18890.6 18890.6
290 300
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18900.4
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.4 18907.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.4 18906.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.2 18899.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
13.0 48.6
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.3 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
48.6 199.4
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
320 330
18890.6 18890.6
199.4 48.5
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.1 18923.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
330 331
18890.6 18890.6
48.5 23.0
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
331 332
18890.6 18890.6
23.0 24.9
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
332 333
18890.6 18890.6
24.9 11.8
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
333 334
18890.6 18890.6
11.8 1.2
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18891.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
283 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
334 335
18890.6 18890.6
1.2 2.3
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.4 18892.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
335 336
18890.6 18890.6
2.3 6.2
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.1 18894.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
336 337
18890.6 18890.6
6.2 22.8
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.8 18905.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
337 338
18890.6 18890.6
22.8 131.3
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.8 18978.5
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
338 339
18890.6 18890.6
131.3 1057.5
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18978.5 19599.1
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
339 341
18890.6 18890.6
1057.5 2927.1
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19599.1 20851.7
83750.0 83750.0
23.4 24.9
UKOOA UKOOA
341 342
18890.6 18890.6
2927.1 4249.2
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20851.7 21737.5
83750.0 83750.0
24.9 26.0
UKOOA UKOOA
342 343
18890.6 18890.6
4249.2 770.7
-0.4 0.4
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21737.5 19406.9
83750.0 83750.0
26.0 23.2
UKOOA UKOOA
343 344
18890.6 18890.6
1641.1 8890.0
-0.4 0.2
41612.5 55499.7
39326.6 39326.6
2.129 2.129
2.440 2.440
19990.1 24846.9
83750.0 83750.0
23.9 29.7
UKOOA UKOOA
344 340
18890.6 18890.6
8890.0 1793.9
-0.2 0.0
55499.7 41905.2
39326.6 39326.6
2.129 2.129
2.440 2.440
24846.9 20092.5
83750.0 83750.0
29.7 24.0
UKOOA UKOOA
284 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
340 345
18890.6 18890.6
842.4 4198.0
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
345 346
18890.6 18890.6
4198.0 2908.5
-0.0 0.0
37781.1 37781.1
346 347
18890.6 18890.6
2908.5 1055.8
-0.0 0.0
347 348
18890.6 18890.6
1055.8 130.3
348 349
18890.6 18890.6
349 351
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19455.0 21703.2
83750.0 83750.0
23.2 25.9
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
21703.2 20839.2
83750.0 83750.0
25.9 24.9
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20839.2 19597.9
83750.0 83750.0
24.9 23.4
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19597.9 18977.9
83750.0 83750.0
23.4 22.7
UKOOA UKOOA
130.3 23.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18977.9 18906.3
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
18890.6 18890.6
23.5 5.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.3 18893.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
351 352
18890.6 18890.6
5.0 0.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.9 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
352 353
18890.6 18890.6
0.8 0.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
353 354
18890.6 18890.6
0.1 1.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18891.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
354 355
18890.6 18890.6
1.1 4.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.3 18893.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
355
18890.6
4.4
-0.0
37781.1
39326.6
1.000
1.000
18893.5
83750.0
22.6
UKOOA
285 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
350
18890.6
37.8
0.0
37781.1
Max Stress Intensity KPa 39326.6
350 356
18890.6 18890.6
17.7 5.1
-0.0 0.0
37781.1 37781.1
356 357
18890.6 18890.6
5.1 2.6
-0.0 0.0
357 358
18890.6 18890.6
2.6 5.6
358 359
18890.6 18890.6
359 361
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.300
2.300
18915.9
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.4 18894.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.0 18892.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.3 18894.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
5.6 23.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.3 18906.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
23.9 131.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.6 18978.5
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
361 362
18890.6 18890.6
131.3 1058.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18978.5 19600.0
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
362 363
18890.6 18890.6
1058.9 2923.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19600.0 20849.3
83750.0 83750.0
23.4 24.9
UKOOA UKOOA
363 364
18890.6 18890.6
2923.4 4230.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20849.3 21724.9
83750.0 83750.0
24.9 25.9
UKOOA UKOOA
364 365
18890.6 18890.6
4230.4 812.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21724.9 19435.1
83750.0 83750.0
25.9 23.2
UKOOA UKOOA
365 366
18890.6 18890.6
1730.7 8909.9
-0.0 0.0
41784.1 55537.7
39326.6 39326.6
2.129 2.129
2.440 2.440
20050.1 24860.2
83750.0 83750.0
23.9 29.7
UKOOA UKOOA
286 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
366 360
18890.6 18890.6
8909.9 1712.9
-0.0 -0.0
55537.7 41749.9
39326.6 39326.6
2.129 2.129
2.440 2.440
24860.2 20038.2
83750.0 83750.0
29.7 23.9
UKOOA UKOOA
360 367
18890.6 18890.6
804.4 4236.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19429.5 21728.9
83750.0 83750.0
23.2 25.9
UKOOA UKOOA
367 368
18890.6 18890.6
4236.3 2925.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21728.9 20850.7
83750.0 83750.0
25.9 24.9
UKOOA UKOOA
368 369
18890.6 18890.6
2925.6 1059.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20850.7 19600.2
83750.0 83750.0
24.9 23.4
UKOOA UKOOA
369 371
18890.6 18890.6
1059.1 131.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19600.2 18978.6
83750.0 83750.0
23.4 22.7
UKOOA UKOOA
371 372
18890.6 18890.6
131.4 23.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18978.6 18906.5
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
372 373
18890.6 18890.6
23.7 5.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.5 18894.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
373 374
18890.6 18890.6
5.1 0.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.0 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
374 375
18890.6 18890.6
0.9 0.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
375 376
18890.6 18890.6
0.1 0.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18891.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
287 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
376 377
18890.6 18890.6
0.7 3.3
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
377 370
18890.6 18890.6
3.3 28.3
0.0 -0.0
37781.1 37781.1
370 378
18890.6 18890.6
7.5 2.1
-0.1 0.1
378 379
18890.6 18890.6
2.1 0.4
379 381
18890.6 18890.6
381 382
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18891.0 18892.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 2.300
1.000 2.300
18892.8 18909.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.6 18892.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.0 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.4 0.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18890.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
0.5 3.7
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.9 18893.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
382 389
18890.6 18890.6
3.7 17.7
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.1 18902.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
389 391
18890.6 18890.6
17.7 98.1
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.4 18956.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
391 392
18890.6 18890.6
98.1 809.8
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18956.3 19433.1
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
392 393
18890.6 18890.6
809.8 2208.1
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19433.1 20370.0
83750.0 83750.0
23.2 24.3
UKOOA UKOOA
393
18890.6
2208.1
-0.1
37781.1
39326.6
1.000
1.000
20370.0
83750.0
24.3
UKOOA
288 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
394
18890.6
3148.6
0.1
37781.1
Max Stress Intensity KPa 39326.6
394 395
18890.6 18890.6
3148.6 763.1
-0.1 0.1
37781.1 37781.1
395 396
18890.6 18890.6
1956.7 4099.8
-0.1 -0.6
396 380
18890.6 18890.6
4099.8 6314.7
380 383
18890.6 18890.6
383 384
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
21000.1
83750.0
25.1
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
21000.1 19401.9
83750.0 83750.0
25.1 23.2
UKOOA UKOOA
42396.5 46401.2
39326.6 39326.6
2.564 2.564
2.938 2.938
20201.5 21637.4
83750.0 83750.0
24.1 25.8
UKOOA UKOOA
0.6 1.6
46401.2 50540.0
39326.6 39326.6
2.564 2.564
2.938 2.938
21637.4 23121.4
83750.0 83750.0
25.8 27.6
UKOOA UKOOA
2462.8 5431.0
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20540.7 22529.4
83750.0 83750.0
24.5 26.9
UKOOA UKOOA
18890.6 18890.6
5431.0 3000.6
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22529.4 20901.0
83750.0 83750.0
26.9 25.0
UKOOA UKOOA
384 397
18890.6 18890.6
3000.6 787.2
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20901.0 19418.0
83750.0 83750.0
25.0 23.2
UKOOA UKOOA
397 398
18890.6 18890.6
787.2 712.7
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19418.0 19368.1
83750.0 83750.0
23.2 23.1
UKOOA UKOOA
398 399
18890.6 18890.6
712.7 2097.1
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19368.1 20295.6
83750.0 83750.0
23.1 24.2
UKOOA UKOOA
399 401
18890.6 18890.6
2097.1 3146.7
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20295.6 20998.8
83750.0 83750.0
24.2 25.1
UKOOA UKOOA
401 402
18890.6 18890.6
3146.7 333.8
-1.6 1.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20998.8 19114.2
83750.0 83750.0
25.1 22.8
UKOOA UKOOA
289 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
402 403
18890.6 18890.6
856.2 6348.0
-1.6 0.5
40339.6 50602.4
39326.6 39326.6
2.564 2.564
2.938 2.938
19464.2 23143.8
83750.0 83750.0
23.2 27.6
UKOOA UKOOA
403 385
18890.6 18890.6
6348.0 4129.6
-0.5 0.6
50602.4 46457.0
39326.6 39326.6
2.564 2.564
2.938 2.938
23143.8 21657.4
83750.0 83750.0
27.6 25.9
UKOOA UKOOA
385 387
18890.6 18890.6
1610.6 1612.7
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19969.7 19971.1
83750.0 83750.0
23.8 23.8
UKOOA UKOOA
387 388
18890.6 18890.6
1612.7 922.1
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19971.1 19508.4
83750.0 83750.0
23.8 23.3
UKOOA UKOOA
388 404
18890.6 18890.6
922.1 2169.5
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19508.4 20344.2
83750.0 83750.0
23.3 24.3
UKOOA UKOOA
404 405
18890.6 18890.6
2169.5 3805.4
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20344.2 21440.2
83750.0 83750.0
24.3 25.6
UKOOA UKOOA
405 406
18890.6 18890.6
3805.4 13.7
-0.6 0.6
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21440.2 18899.7
83750.0 83750.0
25.6 22.6
UKOOA UKOOA
406 407
18890.6 18890.6
35.1 6895.7
-0.6 0.4
38805.7 51625.7
39326.6 39326.6
2.564 2.564
2.938 2.938
18914.1 23510.7
83750.0 83750.0
22.6 28.1
UKOOA UKOOA
407 386
18890.6 18890.6
6895.7 5564.5
-0.4 0.1
51625.7 49138.3
39326.6 39326.6
2.564 2.564
2.938 2.938
23510.7 22618.8
83750.0 83750.0
28.1 27.0
UKOOA UKOOA
386 408
18890.6 18890.6
2170.3 1220.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20344.6 19708.2
83750.0 83750.0
24.3 23.5
UKOOA UKOOA
290 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
408 409
18890.6 18890.6
1220.3 1237.9
-0.1 0.1
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
409 411
18890.6 18890.6
1237.9 570.4
-0.1 0.1
37781.1 37781.1
411 412
18890.6 18890.6
570.4 42.7
-0.1 0.1
412 413
18890.6 18890.6
42.7 11.1
413 414
18890.6 18890.6
414 415
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19708.2 19719.9
83750.0 83750.0
23.5 23.5
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19719.9 19272.8
83750.0 83750.0
23.5 23.0
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19272.8 18919.1
83750.0 83750.0
23.0 22.6
UKOOA UKOOA
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18919.1 18898.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
11.1 3.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.0 18893.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
3.9 12.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.2 18898.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
415 416
18890.6 18890.6
12.4 24.7
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.9 18907.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
416 417
18890.6 18890.6
24.7 22.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.1 18905.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
417 418
18890.6 18890.6
22.9 13.2
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.9 18899.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
418 390
18890.6 18890.6
13.2 48.7
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.4 18923.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
390
18890.6
48.7
-0.1
37781.1
39326.6
1.000
1.000
18923.2
83750.0
22.6
UKOOA
291 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
400
18890.6
199.5
0.1
37781.1
Max Stress Intensity KPa 39326.6
420 430
18890.6 18890.6
199.6 50.8
-0.1 0.1
37781.1 37781.1
430 431
18890.6 18890.6
50.8 89.0
-0.1 0.1
431 432
18890.6 18890.6
89.0 220.8
432 433
18890.6 18890.6
433 434
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19024.2
83750.0
22.7
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.3 18924.6
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18924.6 18950.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18950.2 19038.5
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
220.8 282.7
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19038.5 19080.0
83750.0 83750.0
22.7 22.8
UKOOA UKOOA
18890.6 18890.6
282.7 2356.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19080.0 20469.4
83750.0 83750.0
22.8 24.4
UKOOA UKOOA
434 440
18890.6 18890.6
2356.5 10962.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
20469.4 26235.7
83750.0 83750.0
24.4 31.3
UKOOA UKOOA
440 441
18890.6 18890.6
4882.6 2430.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22161.9 20519.1
83750.0 83750.0
26.5 24.5
UKOOA UKOOA
441 442
18890.6 18890.6
2430.7 1548.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20519.1 19928.3
83750.0 83750.0
24.5 23.8
UKOOA UKOOA
442 443
18890.6 18890.6
1548.9 501.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19928.3 19226.4
83750.0 83750.0
23.8 23.0
UKOOA UKOOA
443 444
18890.6 18890.6
501.2 300.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19226.4 19091.7
83750.0 83750.0
23.0 22.8
UKOOA UKOOA
292 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
444 445
18890.6 18890.6
300.1 110.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19091.7 18964.5
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
445 450
18890.6 18890.6
110.3 228.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18964.5 19043.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
470 480
18890.6 18890.6
235.1 57.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19048.1 18929.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
480 481
18890.6 18890.6
57.5 24.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18929.1 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
481 482
18890.6 18890.6
24.9 24.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
482 483
18890.6 18890.6
24.9 12.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18898.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
483 484
18890.6 18890.6
12.0 0.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.6 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
484 489
18890.6 18890.6
0.9 0.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18890.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
489 491
18890.6 18890.6
0.2 0.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.7 18890.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
491 492
18890.6 18890.6
0.1 0.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.6 18890.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
293 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
492 493
18890.6 18890.6
0.2 0.4
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
493 494
18890.6 18890.6
0.4 2.8
-0.0 0.0
37781.1 37781.1
494 495
18890.6 18890.6
2.8 13.5
-0.0 0.0
495 496
18890.6 18890.6
13.5 75.0
496 497
18890.6 18890.6
497 501
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18890.7 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18892.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.5 18899.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.6 18940.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
75.0 750.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18940.8 19393.3
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
18890.6 18890.6
750.3 1854.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19393.3 20133.0
83750.0 83750.0
23.2 24.0
UKOOA UKOOA
501 502
18890.6 18890.6
1854.4 2314.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20133.0 20440.9
83750.0 83750.0
24.0 24.4
UKOOA UKOOA
502 503
18890.6 18890.6
2314.0 1698.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20440.9 20028.4
83750.0 83750.0
24.4 23.9
UKOOA UKOOA
503 504
18890.6 18890.6
4354.4 7810.9
-0.0 0.0
46877.0 53336.0
39326.6 39326.6
2.564 2.564
2.938 2.938
21808.0 24123.9
83750.0 83750.0
26.0 28.8
UKOOA UKOOA
504 485
18890.6 18890.6
7810.9 1852.3
-0.0 0.0
53336.0 42201.5
39326.6 39326.6
2.564 2.564
2.938 2.938
24123.9 20131.6
83750.0 83750.0
28.8 24.0
UKOOA UKOOA
485
18890.6
722.4
-0.0
37781.1
39326.6
1.000
1.000
19374.6
83750.0
23.1
UKOOA
294 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
487
18890.6
3460.8
0.0
37781.1
Max Stress Intensity KPa 39326.6
487 488
18890.6 18890.6
3460.8 1953.1
-0.0 0.0
37781.1 37781.1
488 505
18890.6 18890.6
1953.1 1804.3
-0.0 0.0
505 506
18890.6 18890.6
1804.3 3199.2
506 507
18890.6 18890.6
507 508
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
21209.3
83750.0
25.3
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
21209.3 20199.2
83750.0 83750.0
25.3 24.1
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20199.2 20099.5
83750.0 83750.0
24.1 24.0
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20099.5 21034.0
83750.0 83750.0
24.0 25.1
UKOOA UKOOA
3199.2 916.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21034.0 19504.3
83750.0 83750.0
25.1 23.3
UKOOA UKOOA
18890.6 18890.6
2348.8 7746.4
-0.0 0.0
43129.4 53215.5
39326.6 39326.6
2.564 2.564
2.938 2.938
20464.3 24080.7
83750.0 83750.0
24.4 28.8
UKOOA UKOOA
508 486
18890.6 18890.6
7746.4 3792.6
-0.0 0.0
53215.5 45827.2
39326.6 39326.6
2.564 2.564
2.938 2.938
24080.7 21431.6
83750.0 83750.0
28.8 25.6
UKOOA UKOOA
486 509
18890.6 18890.6
1479.2 2544.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19881.6 20595.6
83750.0 83750.0
23.7 24.6
UKOOA UKOOA
509 511
18890.6 18890.6
2544.8 1960.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20595.6 20204.0
83750.0 83750.0
24.6 24.1
UKOOA UKOOA
511 512
18890.6 18890.6
1960.3 772.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20204.0 19407.8
83750.0 83750.0
24.1 23.2
UKOOA UKOOA
512 513
18890.6 18890.6
772.0 82.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19407.8 18945.9
83750.0 83750.0
23.2 22.6
UKOOA UKOOA
295 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
513 514
18890.6 18890.6
82.6 17.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18945.9 18902.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
514 515
18890.6 18890.6
17.3 4.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.1 18893.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
515 516
18890.6 18890.6
4.7 2.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.7 18892.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
516 490
18890.6 18890.6
2.1 1.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18892.0 18891.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
490 498
18890.6 18890.6
20.5 16.6
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.3 18901.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
498 499
18890.6 18890.6
16.6 27.8
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18901.7 18909.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
499 517
18890.6 18890.6
27.8 135.4
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18909.2 18981.3
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
517 518
18890.6 18890.6
135.4 1048.6
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18981.3 19593.1
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
518 519
18890.6 18890.6
1048.6 2943.4
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19593.1 20862.6
83750.0 83750.0
23.4 24.9
UKOOA UKOOA
519 521
18890.6 18890.6
2943.4 4340.7
0.2 -0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20862.6 21798.8
83750.0 83750.0
24.9 26.0
UKOOA UKOOA
296 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
521 522
18890.6 18890.6
4340.7 556.9
0.2 -0.2
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
522 523
18890.6 18890.6
1186.0 8780.0
0.2 -0.1
40740.5 55288.9
523 500
18890.6 18890.6
8780.0 2204.9
0.1 -0.0
500 524
18890.6 18890.6
1035.4 4000.5
524 525
18890.6 18890.6
525 526
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
21798.8 19263.7
83750.0 83750.0
26.0 23.0
UKOOA UKOOA
39326.6 39326.6
2.129 2.129
2.440 2.440
19685.2 24773.2
83750.0 83750.0
23.5 29.6
UKOOA UKOOA
55288.9 42692.4
39326.6 39326.6
2.129 2.129
2.440 2.440
24773.2 20367.8
83750.0 83750.0
29.6 24.3
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19584.3 21570.9
83750.0 83750.0
23.4 25.8
UKOOA UKOOA
4000.5 2818.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21570.9 20779.3
83750.0 83750.0
25.8 24.8
UKOOA UKOOA
18890.6 18890.6
2818.9 1037.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20779.3 19585.9
83750.0 83750.0
24.8 23.4
UKOOA UKOOA
526 527
18890.6 18890.6
1037.9 124.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19585.9 18973.8
83750.0 83750.0
23.4 22.7
UKOOA UKOOA
527 528
18890.6 18890.6
124.2 21.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18973.8 18904.8
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
528 529
18890.6 18890.6
21.2 5.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.8 18894.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
529 510
18890.6 18890.6
5.8 1.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.4 18891.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
510
18890.6
1.8
0.0
37781.1
39326.6
1.000
1.000
18891.8
83750.0
22.6
UKOOA
297 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
531
18890.6
0.5
-0.0
37781.1
Max Stress Intensity KPa 39326.6
531 532
18890.6 18890.6
0.5 0.2
0.0 -0.0
37781.1 37781.1
532 533
18890.6 18890.6
0.2 0.8
0.0 -0.0
533 534
18890.6 18890.6
0.8 11.8
534 535
18890.6 18890.6
535 536
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18890.9
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.9 18890.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.7 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
11.8 24.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18907.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
24.9 23.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.3 18906.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
536 537
18890.6 18890.6
23.1 13.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.1 18899.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
537 520
18890.6 18890.6
13.0 48.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.3 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
520 530
18890.6 18890.6
48.6 199.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
550 560
18890.6 18890.6
199.6 55.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.3 18927.7
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
560 561
18890.6 18890.6
55.4 100.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18927.7 18957.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
298 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
561 562
18890.6 18890.6
100.3 91.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18957.8 18952.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
562 563
18890.6 18890.6
91.6 220.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18952.0 19038.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
563 564
18890.6 18890.6
220.1 2938.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19038.1 20859.2
83750.0 83750.0
22.7 24.9
UKOOA UKOOA
564 569
18890.6 18890.6
2938.3 1566.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20859.2 19940.0
83750.0 83750.0
24.9 23.8
UKOOA UKOOA
569 570
18890.6 18890.6
1566.4 13963.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
19940.0 28246.0
83750.0 83750.0
23.8 33.7
UKOOA UKOOA
570 571
18890.6 18890.6
5.3 1.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.1 18891.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
571 572
18890.6 18890.6
1.4 0.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.5 18890.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
572 573
18890.6 18890.6
0.4 0.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.9 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
573 574
18890.6 18890.6
0.4 1.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18891.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
574 580
18890.6 18890.6
1.2 10.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18891.4 18897.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
299 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
580 590
18890.6 18890.6
13.5 38.7
0.1 -0.1
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
590 591
18890.6 18890.6
21.0 6.1
0.5 -0.5
37781.1 37781.1
591 592
18890.6 18890.6
6.1 2.0
0.5 -0.5
592 593
18890.6 18890.6
2.0 1.1
593 594
18890.6 18890.6
594 595
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 2.300
1.000 2.300
18899.6 18916.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.6 18894.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.6 18891.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.9 18891.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1.1 11.8
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.3 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
11.8 24.9
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
595 596
18890.6 18890.6
24.9 23.0
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
596 599
18890.6 18890.6
23.0 12.8
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18899.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
599 600
18890.6 18890.6
12.8 48.5
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.1 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
600 610
18890.6 18890.6
48.5 199.4
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.1
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
630
18890.6
199.4
0.5
37781.1
39326.6
1.000
1.000
19024.1
83750.0
22.7
UKOOA
300 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
640
18890.6
48.5
-0.5
37781.1
Max Stress Intensity KPa 39326.6
640 641
18890.6 18890.6
48.5 23.1
0.5 -0.5
37781.1 37781.1
641 642
18890.6 18890.6
23.1 24.9
0.5 -0.5
642 643
18890.6 18890.6
24.9 12.2
643 644
18890.6 18890.6
644 645
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18923.1
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18898.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
12.2 26.2
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.8 18908.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
26.2 66.2
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18908.1 18934.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
645 299
18890.6 18890.6
66.2 13.7
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18934.9 18899.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
299 280
18890.6 18890.6
13.7 93.7
0.5 -0.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.8 18953.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
570 575
18890.6 18890.6
6076.4 2950.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22961.7 20867.5
83750.0 83750.0
27.4 24.9
UKOOA UKOOA
575 576
18890.6 18890.6
2950.6 318.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20867.5 19104.2
83750.0 83750.0
24.9 22.8
UKOOA UKOOA
576 577
18890.6 18890.6
318.9 51.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19104.2 18925.2
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
301 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
577 578
18890.6 18890.6
51.6 88.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18925.2 18949.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
578 799
18890.6 18890.6
88.3 67.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18949.8 18935.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
799 800
18890.6 18890.6
67.7 68.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18935.9 18936.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
800 810
18890.6 18890.6
68.0 200.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18936.2 19024.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
825 830
18890.6 18890.6
199.4 49.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.2 18923.9
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
830 831
18890.6 18890.6
49.8 25.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.9 18907.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
831 832
18890.6 18890.6
25.1 25.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.4 18907.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
832 833
18890.6 18890.6
25.8 6.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.8 18894.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
833 838
18890.6 18890.6
6.3 35.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.8 18914.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
838 839
18890.6 18890.6
35.5 106.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18914.4 18962.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
302 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
839 841
18890.6 18890.6
106.8 720.1
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
841 842
18890.6 18890.6
720.1 1844.1
0.0 -0.0
37781.1 37781.1
842 843
18890.6 18890.6
1844.1 2373.5
0.0 -0.0
843 844
18890.6 18890.6
2373.5 1474.8
844 845
18890.6 18890.6
845 835
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18962.1 19373.0
83750.0 83750.0
22.6 23.1
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19373.0 20126.1
83750.0 83750.0
23.1 24.0
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20126.1 20480.8
83750.0 83750.0
24.0 24.5
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20480.8 19878.7
83750.0 83750.0
24.5 23.7
UKOOA UKOOA
3781.4 7427.0
0.0 -0.1
45806.2 52618.6
39326.6 39326.6
2.564 2.564
2.938 2.938
21424.1 23866.7
83750.0 83750.0
25.6 28.5
UKOOA UKOOA
18890.6 18890.6
7427.0 2105.8
0.1 -0.1
52618.6 42675.3
39326.6 39326.6
2.564 2.564
2.938 2.938
23866.7 20301.5
83750.0 83750.0
28.5 24.2
UKOOA UKOOA
835 837
18890.6 18890.6
821.3 3089.7
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19440.8 20960.6
83750.0 83750.0
23.2 25.0
UKOOA UKOOA
837 846
18890.6 18890.6
3089.7 1592.5
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20960.6 19957.5
83750.0 83750.0
25.0 23.8
UKOOA UKOOA
846 847
18890.6 18890.6
1592.5 1608.6
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19957.5 19968.3
83750.0 83750.0
23.8 23.8
UKOOA UKOOA
847 848
18890.6 18890.6
1608.6 3116.3
0.1 -0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19968.3 20978.5
83750.0 83750.0
23.8 25.0
UKOOA UKOOA
848
18890.6
3116.3
0.1
37781.1
39326.6
1.000
1.000
20978.5
83750.0
25.0
UKOOA
303 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
849
18890.6
802.0
-0.1
37781.1
Max Stress Intensity KPa 39326.6
849 850
18890.6 18890.6
2056.3 7434.5
0.1 -0.2
42582.7 52632.6
850 836
18890.6 18890.6
7434.5 3839.5
0.2 -0.3
836 851
18890.6 18890.6
1497.5 2350.1
851 852
18890.6 18890.6
852 853
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19427.9
83750.0
23.2
UKOOA
39326.6 39326.6
2.564 2.564
2.938 2.938
20268.3 23871.7
83750.0 83750.0
24.2 28.5
UKOOA UKOOA
52632.6 45914.9
39326.6 39326.6
2.564 2.564
2.938 2.938
23871.7 21463.0
83750.0 83750.0
28.5 25.6
UKOOA UKOOA
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19893.9 20465.2
83750.0 83750.0
23.8 24.4
UKOOA UKOOA
2350.1 1837.5
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20465.2 20121.7
83750.0 83750.0
24.4 24.0
UKOOA UKOOA
18890.6 18890.6
1837.5 732.1
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20121.7 19381.1
83750.0 83750.0
24.0 23.1
UKOOA UKOOA
853 854
18890.6 18890.6
732.1 75.0
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19381.1 18940.8
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
854 855
18890.6 18890.6
75.0 21.8
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18940.8 18905.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
855 840
18890.6 18890.6
21.8 19.2
0.3 -0.3
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18905.2 18903.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
840 856
18890.6 18890.6
3.5 0.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.9 18890.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
856 857
18890.6 18890.6
0.5 5.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.9 18894.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
304 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
857 139
18890.6 18890.6
5.4 6.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.2 18895.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
139 140
18890.6 18890.6
6.6 18.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.0 18903.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
840 900
18890.6 18890.6
4.7 8.1
0.6 -0.6
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18893.7 18896.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
900 901
18890.6 18890.6
1.9 0.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.8 18891.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
901 902
18890.6 18890.6
0.7 1.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.0 18891.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
902 903
18890.6 18890.6
1.8 6.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.8 18895.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
903 904
18890.6 18890.6
6.6 26.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.0 18908.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
904 910
18890.6 18890.6
26.7 230.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18908.5 19044.9
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
910 911
18890.6 18890.6
1149.4 96.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19660.7 18955.5
83750.0 83750.0
23.5 22.6
UKOOA UKOOA
911 912
18890.6 18890.6
96.9 456.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18955.5 19196.2
83750.0 83750.0
22.6 22.9
UKOOA UKOOA
305 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
912 913
18890.6 18890.6
456.1 2788.5
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
913 914
18890.6 18890.6
2788.5 4594.5
0.0 -0.0
37781.1 37781.1
914 915
18890.6 18890.6
4594.5 267.6
0.0 -0.0
915 916
18890.6 18890.6
569.7 8165.6
916 920
18890.6 18890.6
920 921
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19196.2 20758.9
83750.0 83750.0
22.9 24.8
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
20758.9 21968.9
83750.0 83750.0
24.8 26.2
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21968.9 19069.8
83750.0 83750.0
26.2 22.8
UKOOA UKOOA
0.0 -0.0
39559.9 54111.9
39326.6 39326.6
2.129 2.129
2.440 2.440
19272.3 24361.5
83750.0 83750.0
23.0 29.1
UKOOA UKOOA
8165.6 3661.1
0.0 -0.0
54111.9 45482.2
39326.6 39326.6
2.129 2.129
2.440 2.440
24361.5 21343.5
83750.0 83750.0
29.1 25.5
UKOOA UKOOA
18890.6 18890.6
1719.2 3192.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20042.5 21029.4
83750.0 83750.0
23.9 25.1
UKOOA UKOOA
921 922
18890.6 18890.6
3192.2 2431.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21029.4 20519.6
83750.0 83750.0
25.1 24.5
UKOOA UKOOA
922 923
18890.6 18890.6
2431.4 948.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20519.6 19526.3
83750.0 83750.0
24.5 23.3
UKOOA UKOOA
923 924
18890.6 18890.6
948.9 110.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19526.3 18964.6
83750.0 83750.0
23.3 22.6
UKOOA UKOOA
924 925
18890.6 18890.6
110.5 39.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18964.6 18916.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
925
18890.6
39.3
0.0
37781.1
39326.6
1.000
1.000
18916.9
83750.0
22.6
UKOOA
306 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
926
18890.6
62.5
-0.0
37781.1
Max Stress Intensity KPa 39326.6
926 930
18890.6 18890.6
62.5 485.9
0.0 -0.0
37781.1 37781.1
930 931
18890.6 18890.6
52.2 20.5
-0.0 0.0
931 932
18890.6 18890.6
20.5 10.8
932 933
18890.6 18890.6
933 934
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18932.4
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 2.300
1.000 2.300
18932.4 19216.1
83750.0 83750.0
22.6 22.9
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18925.5 18904.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.3 18897.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
10.8 23.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18897.8 18906.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
23.5 118.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.3 18970.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
934 935
18890.6 18890.6
118.9 1014.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18970.2 19570.0
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
935 936
18890.6 18890.6
1014.1 2707.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19570.0 20704.5
83750.0 83750.0
23.4 24.7
UKOOA UKOOA
936 937
18890.6 18890.6
2707.4 3760.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20704.5 21409.9
83750.0 83750.0
24.7 25.6
UKOOA UKOOA
937 938
18890.6 18890.6
3760.2 1257.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21409.9 19732.8
83750.0 83750.0
25.6 23.6
UKOOA UKOOA
938 939
18890.6 18890.6
2677.0 8629.5
-0.0 -0.0
43596.9 55000.5
39326.6 39326.6
2.129 2.129
2.440 2.440
20684.1 24672.3
83750.0 83750.0
24.7 29.5
UKOOA UKOOA
307 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
939 940
18890.6 18890.6
8629.5 656.3
0.0 -0.0
55000.5 39725.7
39326.6 39326.6
2.129 2.129
2.440 2.440
24672.3 19330.3
83750.0 83750.0
29.5 23.1
UKOOA UKOOA
940 941
18890.6 18890.6
308.2 4432.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19097.0 21860.3
83750.0 83750.0
22.8 26.1
UKOOA UKOOA
941 942
18890.6 18890.6
4432.5 2951.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21860.3 20867.8
83750.0 83750.0
26.1 24.9
UKOOA UKOOA
942 943
18890.6 18890.6
2951.1 1043.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20867.8 19589.4
83750.0 83750.0
24.9 23.4
UKOOA UKOOA
943 944
18890.6 18890.6
1043.0 71.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19589.4 18938.8
83750.0 83750.0
23.4 22.6
UKOOA UKOOA
944 945
18890.6 18890.6
71.9 146.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18938.8 18988.8
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
945 950
18890.6 18890.6
146.6 1520.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18988.8 19909.4
83750.0 83750.0
22.7 23.8
UKOOA UKOOA
950 951
18890.6 18890.6
117.0 29.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18968.9 18910.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
951 960
18890.6 18890.6
29.2 23.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18910.2 18906.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
960 961
18890.6 18890.6
4.7 1.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.7 18891.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
308 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
961 962
18890.6 18890.6
1.8 0.6
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
962 963
18890.6 18890.6
0.6 0.3
-0.0 0.0
37781.1 37781.1
963 964
18890.6 18890.6
0.3 0.9
-0.0 0.0
964 965
18890.6 18890.6
0.9 11.9
965 966
18890.6 18890.6
966 967
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18891.8 18891.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.0 18890.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18890.8 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18898.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
11.9 25.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.5 18907.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
25.4 24.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.6 18906.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
967 969
18890.6 18890.6
24.4 13.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.9 18899.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
969 970
18890.6 18890.6
13.6 48.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.7 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
970 980
18890.6 18890.6
48.6 205.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19028.3
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1000 1010
18890.6 18890.6
200.0 193.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.6 19020.4
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
1010
18890.6
193.8
-0.0
37781.1
39326.6
1.000
1.000
19020.4
83750.0
22.7
UKOOA
309 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1011
18890.6
184.4
0.0
37781.1
Max Stress Intensity KPa 39326.6
1011 1012
18890.6 18890.6
184.4 879.6
-0.0 0.0
37781.1 37781.1
1012 1013
18890.6 18890.6
879.6 1906.3
-0.0 0.0
1013 1014
18890.6 18890.6
1906.3 1739.7
1014 82
18890.6 18890.6
82 80
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19014.1
83750.0
22.7
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19014.1 19479.9
83750.0 83750.0
22.7 23.3
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19479.9 20167.8
83750.0 83750.0
23.3 24.1
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20167.8 20056.2
83750.0 83750.0
24.1 23.9
UKOOA UKOOA
1739.7 3210.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20056.2 21041.7
83750.0 83750.0
23.9 25.1
UKOOA UKOOA
18890.6 18890.6
3210.6 8160.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21041.7 24358.2
83750.0 83750.0
25.1 29.1
UKOOA UKOOA
440 446
18890.6 18890.6
116.1 45.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18968.4 18920.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
446 447
18890.6 18890.6
45.0 18.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18920.7 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
447 448
18890.6 18890.6
18.4 12.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18898.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
448 449
18890.6 18890.6
12.0 24.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.6 18907.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
449 451
18890.6 18890.6
24.9 23.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.2 18906.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
310 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
451 1199
18890.6 18890.6
23.0 12.8
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.0 18899.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1199 1200
18890.6 18890.6
12.8 48.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.1 18923.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1200 1210
18890.6 18890.6
48.5 199.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 19024.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1230 1240
18890.6 18890.6
199.4 48.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19024.2 18923.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1240 1241
18890.6 18890.6
48.5 22.9
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.1 18905.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1241 1242
18890.6 18890.6
22.9 24.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.9 18906.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1242 1243
18890.6 18890.6
24.3 11.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.9 18898.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1243 1244
18890.6 18890.6
11.4 54.7
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.2 18927.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1244 1250
18890.6 18890.6
54.7 856.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18927.2 19464.1
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
1250 1260
18890.6 18890.6
61.6 23.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18931.8 18906.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
311 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1260 1261
18890.6 18890.6
16.4 4.6
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1261 1262
18890.6 18890.6
4.6 2.1
-0.0 0.0
37781.1 37781.1
1262 1263
18890.6 18890.6
2.1 3.8
-0.0 0.0
1263 1264
18890.6 18890.6
3.8 13.2
1264 1270
18890.6 18890.6
1270 1280
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18901.6 18893.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.7 18892.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.0 18893.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.1 18899.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
13.2 108.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18899.4 18963.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
122.3 60.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18972.5 18931.3
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1280 1281
18890.6 18890.6
60.8 123.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18931.3 18973.3
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1281 1282
18890.6 18890.6
123.5 1026.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18973.3 19578.1
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
1282 1283
18890.6 18890.6
1026.1 2811.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19578.1 20774.4
83750.0 83750.0
23.4 24.8
UKOOA UKOOA
1283 1284
18890.6 18890.6
2811.7 4049.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20774.4 21603.7
83750.0 83750.0
24.8 25.8
UKOOA UKOOA
1284
18890.6
4049.5
0.0
37781.1
39326.6
1.000
1.000
21603.7
83750.0
25.8
UKOOA
312 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1285
18890.6
832.6
-0.0
37781.1
Max Stress Intensity KPa 39326.6
1285 1286
18890.6 18890.6
1773.0 8604.5
0.0 -0.0
41865.2 54952.7
1286 1290
18890.6 18890.6
8604.5 1546.0
0.0 -0.0
1290 1291
18890.6 18890.6
726.0 4125.1
1291 1292
18890.6 18890.6
1292 1293
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19448.4
83750.0
23.2
UKOOA
39326.6 39326.6
2.129 2.129
2.440 2.440
20078.5 24655.6
83750.0 83750.0
24.0 29.4
UKOOA UKOOA
54952.7 41430.2
39326.6 39326.6
2.129 2.129
2.440 2.440
24655.6 19926.4
83750.0 83750.0
29.4 23.8
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19377.0 21654.4
83750.0 83750.0
23.1 25.9
UKOOA UKOOA
4125.1 2833.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21654.4 20789.1
83750.0 83750.0
25.9 24.8
UKOOA UKOOA
18890.6 18890.6
2833.6 1007.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20789.1 19565.7
83750.0 83750.0
24.8 23.4
UKOOA UKOOA
1293 1294
18890.6 18890.6
1007.6 175.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19565.7 19008.5
83750.0 83750.0
23.4 22.7
UKOOA UKOOA
1294 1295
18890.6 18890.6
175.9 71.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19008.5 18938.4
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1295 1300
18890.6 18890.6
71.3 125.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18938.4 18974.5
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1300 1310
18890.6 18890.6
125.3 760.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18974.5 19399.8
83750.0 83750.0
22.7 23.2
UKOOA UKOOA
1310 1311
18890.6 18890.6
68.3 21.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18936.3 18904.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
313 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1311 1313
18890.6 18890.6
21.4 7.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.9 18895.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1313 1315
18890.6 18890.6
7.5 2.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.6 18892.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1315 1317
18890.6 18890.6
2.4 0.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.2 18891.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1317 1321
18890.6 18890.6
0.9 0.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.1 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1321 1322
18890.6 18890.6
0.9 12.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18898.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1322 1323
18890.6 18890.6
12.0 25.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.6 18907.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1323 1324
18890.6 18890.6
25.5 23.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.6 18906.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1324 1325
18890.6 18890.6
23.9 12.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.6 18898.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1325 1312
18890.6 18890.6
12.2 48.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18898.8 18923.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1312 1314
18890.6 18890.6
48.4 194.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.0 19020.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
314 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1318 1319
18890.6 18890.6
195.9 48.3
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1319 1326
18890.6 18890.6
48.3 19.9
0.0 -0.0
37781.1 37781.1
1326 1327
18890.6 18890.6
19.9 22.7
0.0 -0.0
1327 1328
18890.6 18890.6
22.7 14.8
1328 1329
18890.6 18890.6
1329 1320
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19021.8 18922.9
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18922.9 18903.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.9 18905.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.8 18900.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
14.8 65.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.5 18934.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
65.8 308.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18934.6 19097.5
83750.0 83750.0
22.6 22.8
UKOOA UKOOA
1320 1331
18890.6 18890.6
308.9 326.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19097.5 19109.0
83750.0 83750.0
22.8 22.8
UKOOA UKOOA
1331 1330
18890.6 18890.6
326.1 2210.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
19109.0 20371.5
83750.0 83750.0
22.8 24.3
UKOOA UKOOA
1330 1332
18890.6 18890.6
1224.4 435.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19710.9 19182.4
83750.0 83750.0
23.5 22.9
UKOOA UKOOA
1332 1333
18890.6 18890.6
435.5 61.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19182.4 18931.5
83750.0 83750.0
22.9 22.6
UKOOA UKOOA
1333
18890.6
61.2
-0.0
37781.1
39326.6
1.000
1.000
18931.5
83750.0
22.6
UKOOA
315 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1334
18890.6
819.5
0.0
37781.1
Max Stress Intensity KPa 39326.6
1334 1335
18890.6 18890.6
819.5 2104.5
-0.0 0.0
37781.1 37781.1
1335 1336
18890.6 18890.6
2104.5 2868.5
-0.0 0.0
1336 1337
18890.6 18890.6
2868.5 1169.5
1337 1338
18890.6 18890.6
1338 1340
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
19439.6
83750.0
23.2
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19439.6 20300.6
83750.0 83750.0
23.2 24.2
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20300.6 20812.4
83750.0 83750.0
24.2 24.9
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20812.4 19674.1
83750.0 83750.0
24.9 23.5
UKOOA UKOOA
2490.4 6901.5
-0.0 0.0
43239.4 51690.2
39326.6 39326.6
2.129 2.129
2.440 2.440
20559.1 23514.6
83750.0 83750.0
24.5 28.1
UKOOA UKOOA
18890.6 18890.6
6901.5 152.8
-0.0 -0.0
51690.2 38761.1
39326.6 39326.6
2.129 2.129
2.440 2.440
23514.6 18992.9
83750.0 83750.0
28.1 22.7
UKOOA UKOOA
1340 1341
18890.6 18890.6
71.7 3645.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18938.6 21333.2
83750.0 83750.0
22.6 25.5
UKOOA UKOOA
1341 1351
18890.6 18890.6
3645.7 2367.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21333.2 20476.8
83750.0 83750.0
25.5 24.4
UKOOA UKOOA
1351 1352
18890.6 18890.6
2367.5 782.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20476.8 19415.0
83750.0 83750.0
24.4 23.2
UKOOA UKOOA
1352 1353
18890.6 18890.6
782.7 55.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19415.0 18927.5
83750.0 83750.0
23.2 22.6
UKOOA UKOOA
1353 1354
18890.6 18890.6
55.1 137.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18927.5 18982.4
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
316 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1354 1355
18890.6 18890.6
137.0 77.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18982.4 18942.4
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1355 1356
18890.6 18890.6
77.4 53.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18942.4 18926.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1356 1342
18890.6 18890.6
53.0 56.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18926.1 18928.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1342 1343
18890.6 18890.6
56.7 194.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18928.5 19020.6
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1345 1346
18890.6 18890.6
196.5 65.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19022.2 18934.1
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
1346 1357
18890.6 18890.6
65.0 21.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18934.1 18904.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1357 1358
18890.6 18890.6
21.0 123.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.6 18973.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1358 1347
18890.6 18890.6
123.3 1118.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18973.2 19639.8
83750.0 83750.0
22.7 23.5
UKOOA UKOOA
1347 1348
18890.6 18890.6
301.6 127.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19092.6 18976.1
83750.0 83750.0
22.8 22.7
UKOOA UKOOA
1348 1349
18890.6 18890.6
127.7 538.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18976.1 19251.3
83750.0 83750.0
22.7 23.0
UKOOA UKOOA
317 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1349 1359
18890.6 18890.6
538.4 2181.0
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1359 1361
18890.6 18890.6
2181.0 3466.8
-0.0 0.0
37781.1 37781.1
1361 1362
18890.6 18890.6
3466.8 29.4
-0.0 0.0
1362 1363
18890.6 18890.6
62.5 6423.4
1363 1350
18890.6 18890.6
1350 1364
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
19251.3 20351.9
83750.0 83750.0
23.0 24.3
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
20351.9 21213.3
83750.0 83750.0
24.3 25.3
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21213.3 18910.2
83750.0 83750.0
25.3 22.6
UKOOA UKOOA
-0.0 0.0
38588.2 50774.1
39326.6 39326.6
2.129 2.129
2.440 2.440
18932.4 23194.2
83750.0 83750.0
22.6 27.7
UKOOA UKOOA
6423.4 2473.2
-0.0 0.0
50774.1 43206.6
39326.6 39326.6
2.129 2.129
2.440 2.440
23194.2 20547.6
83750.0 83750.0
27.7 24.5
UKOOA UKOOA
18890.6 18890.6
1161.4 2612.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19668.7 20640.9
83750.0 83750.0
23.5 24.6
UKOOA UKOOA
1364 1365
18890.6 18890.6
2612.5 1861.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20640.9 20137.4
83750.0 83750.0
24.6 24.0
UKOOA UKOOA
1365 1366
18890.6 18890.6
1861.0 526.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20137.4 19243.1
83750.0 83750.0
24.0 23.0
UKOOA UKOOA
1366 1367
18890.6 18890.6
526.1 337.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19243.1 19116.6
83750.0 83750.0
23.0 22.8
UKOOA UKOOA
1367 1360
18890.6 18890.6
337.3 6503.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
19116.6 23248.1
83750.0 83750.0
22.8 27.8
UKOOA UKOOA
1360
18890.6
365.6
0.0
37781.1
39326.6
1.000
1.000
19135.5
83750.0
22.8
UKOOA
318 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1370
18890.6
133.8
-0.0
37781.1
Max Stress Intensity KPa 39326.6
1370 1371
18890.6 18890.6
133.8 43.6
0.0 -0.0
37781.1 37781.1
1371 1372
18890.6 18890.6
43.6 96.3
0.0 -0.0
1372 1373
18890.6 18890.6
96.3 770.4
1373 1374
18890.6 18890.6
1374 1379
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18980.2
83750.0
22.7
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18980.2 18919.8
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18919.8 18955.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18955.1 19406.8
83750.0 83750.0
22.6 23.2
UKOOA UKOOA
770.4 2005.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19406.8 20234.0
83750.0 83750.0
23.2 24.2
UKOOA UKOOA
18890.6 18890.6
2005.2 2680.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20234.0 20686.5
83750.0 83750.0
24.2 24.7
UKOOA UKOOA
1379 1381
18890.6 18890.6
2680.4 1269.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20686.5 19741.2
83750.0 83750.0
24.7 23.6
UKOOA UKOOA
1381 1382
18890.6 18890.6
3255.3 7532.6
0.0 0.0
44823.1 52815.9
39326.6 39326.6
2.564 2.564
2.938 2.938
21071.6 23937.4
83750.0 83750.0
25.2 28.6
UKOOA UKOOA
1382 1375
18890.6 18890.6
7532.6 2707.7
-0.0 0.0
52815.9 43799.9
39326.6 39326.6
2.564 2.564
2.938 2.938
23937.4 20704.7
83750.0 83750.0
28.6 24.7
UKOOA UKOOA
1375 1377
18890.6 18890.6
1056.0 2917.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19598.1 20845.3
83750.0 83750.0
23.4 24.9
UKOOA UKOOA
1377 1378
18890.6 18890.6
2917.6 1647.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20845.3 19994.1
83750.0 83750.0
24.9 23.9
UKOOA UKOOA
319 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1378 1383
18890.6 18890.6
1647.0 2015.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19994.1 20240.7
83750.0 83750.0
23.9 24.2
UKOOA UKOOA
1383 1384
18890.6 18890.6
2015.1 3564.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20240.7 21278.8
83750.0 83750.0
24.2 25.4
UKOOA UKOOA
1384 1385
18890.6 18890.6
3564.6 576.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21278.8 19277.0
83750.0 83750.0
25.4 23.0
UKOOA UKOOA
1385 1386
18890.6 18890.6
1478.7 7694.0
-0.0 0.0
41503.3 53117.6
39326.6 39326.6
2.564 2.564
2.938 2.938
19881.3 24045.6
83750.0 83750.0
23.7 28.7
UKOOA UKOOA
1386 1376
18890.6 18890.6
7694.0 4644.2
-0.0 0.0
53117.6 47418.5
39326.6 39326.6
2.564 2.564
2.938 2.938
24045.6 22002.1
83750.0 83750.0
28.7 26.3
UKOOA UKOOA
1376 1387
18890.6 18890.6
1811.3 2109.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20104.1 20303.9
83750.0 83750.0
24.0 24.2
UKOOA UKOOA
1387 1388
18890.6 18890.6
2109.5 1744.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20303.9 20059.1
83750.0 83750.0
24.2 24.0
UKOOA UKOOA
1388 1389
18890.6 18890.6
1744.1 719.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20059.1 19372.9
83750.0 83750.0
24.0 23.1
UKOOA UKOOA
1389 1391
18890.6 18890.6
719.9 69.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19372.9 18936.8
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
1391 1392
18890.6 18890.6
69.1 12.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18936.8 18898.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
320 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1392 1393
18890.6 18890.6
12.4 2.7
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1393 1394
18890.6 18890.6
2.7 1.4
-0.0 0.0
37781.1 37781.1
1394 1395
18890.6 18890.6
1.4 3.8
-0.0 0.0
1395 1396
18890.6 18890.6
3.8 14.0
1396 1397
18890.6 18890.6
1397 1380
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18898.9 18892.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.4 18891.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.5 18893.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18893.1 18899.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
14.0 59.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.9 18930.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
59.6 516.5
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 2.300
1.000 2.300
18930.5 19236.6
83750.0 83750.0
22.6 23.0
UKOOA UKOOA
1380 1398
18890.6 18890.6
986.9 405.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19551.8 19162.2
83750.0 83750.0
23.3 22.9
UKOOA UKOOA
1398 1399
18890.6 18890.6
405.4 53.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19162.2 18926.4
83750.0 83750.0
22.9 22.6
UKOOA UKOOA
1399 1401
18890.6 18890.6
53.4 29.2
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18926.4 18910.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1401 1402
18890.6 18890.6
29.2 28.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18910.1 18909.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1402
18890.6
28.3
-0.1
37781.1
39326.6
1.000
1.000
18909.5
83750.0
22.6
UKOOA
321 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1403
18890.6
16.7
0.1
37781.1
Max Stress Intensity KPa 39326.6
1403 1390
18890.6 18890.6
16.7 112.3
-0.1 0.1
37781.1 37781.1
1390 1400
18890.6 18890.6
48.8 198.0
-0.1 0.1
1420 1430
18890.6 18890.6
198.4 51.3
1430 1431
18890.6 18890.6
1431 1432
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18901.8
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 2.300
1.000 2.300
18901.8 18965.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18923.3 19023.2
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19023.5 18924.9
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
51.3 902.2
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18924.9 19495.0
83750.0 83750.0
22.6 23.3
UKOOA UKOOA
18890.6 18890.6
902.2 2408.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19495.0 20503.9
83750.0 83750.0
23.3 24.5
UKOOA UKOOA
1432 1433
18890.6 18890.6
2408.0 2647.0
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20503.9 20664.0
83750.0 83750.0
24.5 24.7
UKOOA UKOOA
1433 1434
18890.6 18890.6
5636.7 7247.4
-0.1 -0.3
49267.1 52352.9
39326.6 39326.6
2.129 2.129
2.440 2.440
22667.2 23746.3
83750.0 83750.0
27.1 28.4
UKOOA UKOOA
1434 1440
18890.6 18890.6
7247.4 2924.3
0.3 0.1
52352.9 44070.8
39326.6 39326.6
2.129 2.129
2.440 2.440
23746.3 20849.9
83750.0 83750.0
28.4 24.9
UKOOA UKOOA
1440 1441
18890.6 18890.6
1373.3 4819.3
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19810.7 22119.5
83750.0 83750.0
23.7 26.4
UKOOA UKOOA
1441 1442
18890.6 18890.6
4819.3 2833.2
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22119.5 20788.8
83750.0 83750.0
26.4 24.8
UKOOA UKOOA
322 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1442 1443
18890.6 18890.6
2833.2 818.4
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20788.8 19438.9
83750.0 83750.0
24.8 23.2
UKOOA UKOOA
1443 1444
18890.6 18890.6
818.4 205.2
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19438.9 19028.0
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
1444 1445
18890.6 18890.6
205.2 232.5
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19028.0 19046.3
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
1445 1446
18890.6 18890.6
232.5 734.7
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19046.3 19382.8
83750.0 83750.0
22.7 23.1
UKOOA UKOOA
1446 1447
18890.6 18890.6
734.7 2872.2
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19382.8 20815.0
83750.0 83750.0
23.1 24.9
UKOOA UKOOA
1447 1448
18890.6 18890.6
2872.2 5334.1
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20815.0 22464.4
83750.0 83750.0
24.9 26.8
UKOOA UKOOA
1448 1449
18890.6 18890.6
5334.1 2837.1
-0.1 0.1
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
22464.4 20791.4
83750.0 83750.0
26.8 24.8
UKOOA UKOOA
1449 1451
18890.6 18890.6
7274.3 3718.9
-0.1 0.1
52333.3 45689.5
39326.6 39326.6
2.564 2.564
2.938 2.938
23764.4 21382.2
83750.0 83750.0
28.4 25.5
UKOOA UKOOA
1451 1450
18890.6 18890.6
3718.9 3329.2
-0.1 0.2
45689.5 44961.3
39326.6 39326.6
2.564 2.564
2.938 2.938
21382.2 21121.1
83750.0 83750.0
25.5 25.2
UKOOA UKOOA
1450 1452
18890.6 18890.6
1298.4 2400.5
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19760.5 20498.9
83750.0 83750.0
23.6 24.5
UKOOA UKOOA
323 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1452 1453
18890.6 18890.6
2400.5 1829.5
-0.2 0.2
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1453 1454
18890.6 18890.6
1829.5 714.8
-0.2 0.2
37781.1 37781.1
1454 1455
18890.6 18890.6
714.8 79.6
-0.2 0.2
1455 1456
18890.6 18890.6
79.6 21.1
1456 1457
18890.6 18890.6
1457 538
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
20498.9 20116.3
83750.0 83750.0
24.5 24.0
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
20116.3 19369.5
83750.0 83750.0
24.0 23.1
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19369.5 18943.9
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18943.9 18904.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
21.1 18.5
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18904.7 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
18.5 1.3
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18891.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
538 490
18890.6 18890.6
1.3 21.0
-0.2 0.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.4 18904.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
145 166
18890.6 18890.6
103.0 721.6
3.5 -3.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18959.6 19374.0
83750.0 83750.0
22.6 23.1
UKOOA UKOOA
166 167
18890.6 18890.6
721.6 1388.3
3.5 -3.5
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19374.0 19820.7
83750.0 83750.0
23.1 23.7
UKOOA UKOOA
167 168
18890.6 18890.6
2956.3 680.3
3.5 -1.6
44132.1 39771.7
39326.6 39326.6
2.129 2.129
2.440 2.440
20871.3 19346.4
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
168
18890.6
680.3
1.6
39771.7
39326.6
2.129
2.440
19346.4
83750.0
23.1
UKOOA
324 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
2145
18890.6
2756.0
0.0
43748.3
Max Stress Intensity KPa 39326.6
2145 2154
18890.6 18890.6
1294.2 805.7
-0.0 0.0
37781.1 37781.1
2154 2155
18890.6 18890.6
805.7 130.1
0.0 -0.0
210 214
18890.6 18890.6
2537.0 767.4
214 215
18890.6 18890.6
215 216
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129
2.440
20737.1
83750.0
24.8
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19757.7 19430.4
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19430.4 18977.7
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20590.4 19404.7
83750.0 83750.0
24.6 23.2
UKOOA UKOOA
767.4 1017.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19404.7 19571.9
83750.0 83750.0
23.2 23.4
UKOOA UKOOA
18890.6 18890.6
1017.0 518.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19571.9 19237.7
83750.0 83750.0
23.4 23.0
UKOOA UKOOA
216 217
18890.6 18890.6
518.1 30.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19237.7 18911.2
83750.0 83750.0
23.0 22.6
UKOOA UKOOA
217 218
18890.6 18890.6
30.9 7.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18911.2 18895.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
218 221
18890.6 18890.6
7.3 2.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.5 18892.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
221 222
18890.6 18890.6
2.1 0.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.0 18891.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
222 223
18890.6 18890.6
0.9 14.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18891.2 18900.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
325 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
223 224
18890.6 18890.6
14.0 15.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.0 18900.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
224 225
18890.6 18890.6
15.1 18.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.7 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
225 2209
18890.6 18890.6
18.3 75.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18941.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
2209 2210
18890.6 18890.6
75.7 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.3 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
270 301
18890.6 18890.6
379.8 564.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19145.0 19268.9
83750.0 83750.0
22.9 23.0
UKOOA UKOOA
301 302
18890.6 18890.6
564.7 304.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19268.9 19094.8
83750.0 83750.0
23.0 22.8
UKOOA UKOOA
302 3269
18890.6 18890.6
304.8 170.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19094.8 19004.5
83750.0 83750.0
22.8 22.7
UKOOA UKOOA
3269 3270
18890.6 18890.6
170.1 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19004.5 18979.7
83750.0 83750.0
22.7 22.7
UKOOA UKOOA
350 419
18890.6 18890.6
33.9 557.8
-2.2 2.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18913.2 19264.3
83750.0 83750.0
22.6 23.0
UKOOA UKOOA
419 421
18890.6 18890.6
557.8 1352.9
-2.2 2.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19264.3 19797.0
83750.0 83750.0
23.0 23.6
UKOOA UKOOA
326 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
421 422
18890.6 18890.6
2881.0 654.3
-2.2 0.8
43987.8 39721.9
Max Stress Intensity KPa 39326.6 39326.6
422 3350
18890.6 18890.6
654.3 2775.1
-0.8 -0.0
39721.9 43784.8
3350 3359
18890.6 18890.6
1303.2 811.4
0.0 -0.0
3359 3360
18890.6 18890.6
811.4 130.5
370 423
18890.6 18890.6
423 424
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129 2.129
2.440 2.440
20820.9 19329.0
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
39326.6 39326.6
2.129 2.129
2.440 2.440
19329.0 20749.9
83750.0 83750.0
23.1 24.8
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19763.7 19434.2
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19434.2 18978.0
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
19.3 611.8
-2.2 2.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.5 19300.5
83750.0 83750.0
22.6 23.0
UKOOA UKOOA
18890.6 18890.6
611.8 1380.5
-2.2 2.2
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19300.5 19815.5
83750.0 83750.0
23.0 23.7
UKOOA UKOOA
424 425
18890.6 18890.6
2939.8 676.3
-2.2 0.8
44100.4 39764.0
39326.6 39326.6
2.129 2.129
2.440 2.440
20860.2 19343.7
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
425 4370
18890.6 18890.6
676.3 2769.8
-0.8 -0.0
39764.0 43774.8
39326.6 39326.6
2.129 2.129
2.440 2.440
19343.7 20746.3
83750.0 83750.0
23.1 24.8
UKOOA UKOOA
4370 4379
18890.6 18890.6
1300.7 809.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19762.0 19433.1
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
4379 4380
18890.6 18890.6
809.8 130.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19433.1 18978.0
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
580
18890.6
18.0
0.0
37781.1
39326.6
1.000
1.000
18902.6
83750.0
22.6
UKOOA
327 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
581
18890.6
31.9
-0.0
37781.1
Max Stress Intensity KPa 39326.6
581 582
18890.6 18890.6
31.9 24.5
0.0 -0.0
37781.1 37781.1
582 583
18890.6 18890.6
24.5 13.7
0.0 -0.0
583 584
18890.6 18890.6
13.7 13.8
584 585
18890.6 18890.6
585 586
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18912.0
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18912.0 18907.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.0 18899.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.7 18899.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
13.8 14.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.8 18900.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
14.7 18.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.4 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
586 4579
18890.6 18890.6
18.4 75.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18941.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
4579 4580
18890.6 18890.6
75.7 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.3 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
590 597
18890.6 18890.6
37.1 627.8
-3.7 3.7
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18915.4 19311.2
83750.0 83750.0
22.6 23.1
UKOOA UKOOA
597 598
18890.6 18890.6
627.8 1374.7
-3.7 3.7
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19311.2 19811.6
83750.0 83750.0
23.1 23.7
UKOOA UKOOA
598 601
18890.6 18890.6
2927.5 676.3
-3.7 1.6
44076.8 39764.0
39326.6 39326.6
2.129 2.129
2.440 2.440
20852.0 19343.7
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
328 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
601 5590
18890.6 18890.6
676.3 2741.8
-1.6 -0.0
39764.0 43721.0
39326.6 39326.6
2.129 2.129
2.440 2.440
19343.7 20727.5
83750.0 83750.0
23.1 24.7
UKOOA UKOOA
5590 5599
18890.6 18890.6
1287.5 801.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19753.2 19427.6
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
5599 5600
18890.6 18890.6
801.6 130.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19427.6 18977.7
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
900 905
18890.6 18890.6
2.6 1382.1
2.3 -2.3
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18892.3 19816.5
83750.0 83750.0
22.6 23.7
UKOOA UKOOA
905 906
18890.6 18890.6
2943.1 652.8
2.3 -0.8
44106.7 39718.9
39326.6 39326.6
2.129 2.129
2.440 2.440
20862.4 19327.9
83750.0 83750.0
24.9 23.1
UKOOA UKOOA
906 6900
18890.6 18890.6
652.8 2566.7
0.8 0.0
39718.9 43385.6
39326.6 39326.6
2.129 2.129
2.440 2.440
19327.9 20610.2
83750.0 83750.0
23.1 24.6
UKOOA UKOOA
6900 6909
18890.6 18890.6
1205.3 750.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19698.1 19393.5
83750.0 83750.0
23.5 23.2
UKOOA UKOOA
6909 6910
18890.6 18890.6
750.7 130.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19393.5 18978.0
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
910 917
18890.6 18890.6
1249.6 498.5
5.7 -5.7
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19727.8 19224.5
83750.0 83750.0
23.6 23.0
UKOOA UKOOA
917 918
18890.6 18890.6
1061.5 534.2
5.7 -2.8
40502.0 39491.5
39326.6 39326.6
2.129 2.129
2.440 2.440
19601.8 19248.5
83750.0 83750.0
23.4 23.0
UKOOA UKOOA
329 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
918 7910
18890.6 18890.6
534.2 2900.8
2.8 0.0
39491.5 44025.6
Max Stress Intensity KPa 39326.6 39326.6
7910 7919
18890.6 18890.6
1362.2 847.8
-0.0 0.0
37781.1 37781.1
7919 7920
18890.6 18890.6
847.8 129.6
-0.0 0.0
930 946
18890.6 18890.6
263.5 651.5
946 947
18890.6 18890.6
947 948
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129 2.129
2.440 2.440
19248.5 20834.1
83750.0 83750.0
23.0 24.9
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19803.2 19458.6
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19458.6 18977.4
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19067.1 19327.1
83750.0 83750.0
22.8 23.1
UKOOA UKOOA
651.5 475.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19327.1 19209.2
83750.0 83750.0
23.1 22.9
UKOOA UKOOA
18890.6 18890.6
475.5 177.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19209.2 19009.7
83750.0 83750.0
22.9 22.7
UKOOA UKOOA
948 949
18890.6 18890.6
177.8 91.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19009.7 18951.7
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
949 952
18890.6 18890.6
91.2 15.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18951.7 18900.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
952 953
18890.6 18890.6
15.3 22.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.8 18905.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
953 8929
18890.6 18890.6
22.4 75.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18905.6 18941.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
8929
18890.6
75.9
0.0
37781.1
39326.6
1.000
1.000
18941.4
83750.0
22.6
UKOOA
330 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
8930
18890.6
133.0
-0.0
37781.1
Max Stress Intensity KPa 39326.6
950 954
18890.6 18890.6
778.1 389.9
4.1 -4.1
37781.1 37781.1
954 955
18890.6 18890.6
389.9 808.1
4.1 -4.1
955 956
18890.6 18890.6
1720.9 173.0
956 9950
18890.6 18890.6
9950 9959
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18979.7
83750.0
22.7
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19411.9 19151.8
83750.0 83750.0
23.2 22.9
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19151.8 19432.0
83750.0 83750.0
22.9 23.2
UKOOA UKOOA
4.1 -1.9
41765.2 38799.3
39326.6 39326.6
2.129 2.129
2.440 2.440
20043.5 19006.5
83750.0 83750.0
23.9 22.7
UKOOA UKOOA
173.0 2919.7
1.9 0.0
38799.3 44061.9
39326.6 39326.6
2.129 2.129
2.440 2.440
19006.5 20846.7
83750.0 83750.0
22.7 24.9
UKOOA UKOOA
18890.6 18890.6
1371.1 853.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19809.2 19462.3
83750.0 83750.0
23.7 23.2
UKOOA UKOOA
9959 9960
18890.6 18890.6
853.4 130.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19462.3 18977.6
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
960 968
18890.6 18890.6
5.7 57.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.4 18929.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
968 971
18890.6 18890.6
57.4 36.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18929.0 18914.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
971 972
18890.6 18890.6
36.3 15.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18914.9 18901.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
972 973
18890.6 18890.6
15.6 13.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18901.0 18899.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
331 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
973 974
18890.6 18890.6
13.9 14.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.9 18900.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
974 975
18890.6 18890.6
14.8 18.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.5 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
975 10959
18890.6 18890.6
18.4 75.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18941.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
10959 10960
18890.6 18890.6
75.7 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.3 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1250 1251
18890.6 18890.6
433.6 420.7
-6.0 6.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19181.1 19172.4
83750.0 83750.0
22.9 22.9
UKOOA UKOOA
1251 1252
18890.6 18890.6
420.7 1203.7
-6.0 6.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19172.4 19697.0
83750.0 83750.0
22.9 23.5
UKOOA UKOOA
1252 1253
18890.6 18890.6
2563.3 520.7
-6.0 3.0
43379.1 39465.6
39326.6 39326.6
2.129 2.129
2.440 2.440
20608.0 19239.4
83750.0 83750.0
24.6 23.0
UKOOA UKOOA
1253 11250
18890.6 18890.6
520.7 2739.4
-3.0 -0.0
39465.6 43716.6
39326.6 39326.6
2.129 2.129
2.440 2.440
19239.4 20726.0
83750.0 83750.0
23.0 24.7
UKOOA UKOOA
11250 11259
18890.6 18890.6
1286.4 800.8
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19752.5 19427.1
83750.0 83750.0
23.6 23.2
UKOOA UKOOA
11259 11260
18890.6 18890.6
800.8 129.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19427.1 18977.3
83750.0 83750.0
23.2 22.7
UKOOA UKOOA
332 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1260 1265
18890.6 18890.6
26.8 161.0
-0.0 0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1265 1266
18890.6 18890.6
161.0 108.8
-0.0 0.0
37781.1 37781.1
1266 1267
18890.6 18890.6
108.8 35.9
-0.0 0.0
1267 1268
18890.6 18890.6
35.9 7.1
1268 1269
18890.6 18890.6
1269 1271
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18908.5 18998.4
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18998.4 18963.5
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18963.5 18914.6
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18914.6 18895.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
7.1 14.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18895.3 18900.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
14.3 14.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.1 18900.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1271 1272
18890.6 18890.6
14.7 18.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.4 18903.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1272 12259
18890.6 18890.6
18.6 75.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.0 18941.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
12259 12260
18890.6 18890.6
75.9 133.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.4 18979.8
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1270 1273
18890.6 18890.6
169.2 1730.7
-2.7 2.7
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19003.9 20050.1
83750.0 83750.0
22.7 23.9
UKOOA UKOOA
1273
18890.6
3685.4
-2.7
45528.9
39326.6
2.129
2.440
21359.8
83750.0
25.5
UKOOA
333 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1274
18890.6
1086.8
1.1
40550.5
Max Stress Intensity KPa 39326.6
1274 13270
18890.6 18890.6
1086.8 2434.1
-1.1 -0.0
40550.5 43131.6
13270 13279
18890.6 18890.6
1143.0 712.0
0.0 -0.0
13279 13280
18890.6 18890.6
712.0 130.3
1310 1339
18890.6 18890.6
1339 1368
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129
2.440
19618.7
83750.0
23.4
UKOOA
39326.6 39326.6
2.129 2.129
2.440 2.440
19618.7 20521.4
83750.0 83750.0
23.4 24.5
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19656.4 19367.6
83750.0 83750.0
23.5 23.1
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19367.6 18977.9
83750.0 83750.0
23.1 22.7
UKOOA UKOOA
398.7 933.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19157.7 19516.0
83750.0 83750.0
22.9 23.3
UKOOA UKOOA
18890.6 18890.6
933.5 689.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19516.0 19352.6
83750.0 83750.0
23.3 23.1
UKOOA UKOOA
1368 1369
18890.6 18890.6
689.7 262.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19352.6 19066.5
83750.0 83750.0
23.1 22.8
UKOOA UKOOA
1369 1404
18890.6 18890.6
262.7 33.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19066.5 18913.3
83750.0 83750.0
22.8 22.6
UKOOA UKOOA
1404 1405
18890.6 18890.6
33.9 13.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18913.3 18899.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1405 1406
18890.6 18890.6
13.2 14.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18899.4 18900.0
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1406 1407
18890.6 18890.6
14.1 15.1
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.0 18900.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
334 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1407 1408
18890.6 18890.6
15.1 18.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18900.7 18902.9
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1408 14309
18890.6 18890.6
18.4 75.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.9 18941.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
14309 14310
18890.6 18890.6
75.7 133.0
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.3 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1330 1409
18890.6 18890.6
2185.4 1342.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20354.8 19790.3
83750.0 83750.0
24.3 23.6
UKOOA UKOOA
1409 1411
18890.6 18890.6
1342.9 1320.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19790.3 19775.3
83750.0 83750.0
23.6 23.6
UKOOA UKOOA
1411 1412
18890.6 18890.6
1320.5 599.4
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19775.3 19292.1
83750.0 83750.0
23.6 23.0
UKOOA UKOOA
1412 1413
18890.6 18890.6
599.4 45.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19292.1 18921.0
83750.0 83750.0
23.0 22.6
UKOOA UKOOA
1413 1414
18890.6 18890.6
45.5 5.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18921.0 18894.2
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1414 1415
18890.6 18890.6
5.5 25.7
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18894.2 18907.8
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1415 1416
18890.6 18890.6
25.7 102.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18907.8 18959.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
335 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1416 1417
18890.6 18890.6
102.3 150.3
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1417 1418
18890.6 18890.6
150.3 1013.1
0.0 -0.0
37781.1 37781.1
1418 1419
18890.6 18890.6
1013.1 3894.8
0.0 -0.0
1419 1421
18890.6 18890.6
3894.8 7493.8
1421 1422
18890.6 18890.6
1422 15320
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18959.1 18991.3
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18991.3 19569.3
83750.0 83750.0
22.7 23.4
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19569.3 21500.1
83750.0 83750.0
23.4 25.7
UKOOA UKOOA
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21500.1 23911.4
83750.0 83750.0
25.7 28.6
UKOOA UKOOA
19213.9 1749.6
0.0 -0.0
74643.9 42009.7
41194.4 39326.6
2.564 2.564
2.938 2.938
31763.9 20062.8
83750.0 83750.0
37.9 24.0
UKOOA UKOOA
18890.6 18890.6
1749.6 21031.6
0.0 0.0
42009.7 78040.6
39326.6 40394.8
2.564 2.564
2.938 2.938
20062.8 32981.8
83750.0 83750.0
24.0 39.4
UKOOA UKOOA
15320 15321
18890.6 18890.6
8202.7 7261.2
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
24386.4 23755.6
83750.0 83750.0
29.1 28.4
UKOOA UKOOA
15321 15322
18890.6 18890.6
7261.2 3037.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
23755.6 20925.6
83750.0 83750.0
28.4 25.0
UKOOA UKOOA
15322 15323
18890.6 18890.6
3037.4 422.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
20925.6 19173.5
83750.0 83750.0
25.0 22.9
UKOOA UKOOA
15323 15324
18890.6 18890.6
422.3 370.3
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19173.5 19138.7
83750.0 83750.0
22.9 22.9
UKOOA UKOOA
15324
18890.6
370.3
-0.0
37781.1
39326.6
1.000
1.000
19138.7
83750.0
22.9
UKOOA
336 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
15326
18890.6
61.4
0.0
37781.1
Max Stress Intensity KPa 39326.6
15326 15327
18890.6 18890.6
61.4 16.0
-0.0 0.0
37781.1 37781.1
15327 15328
18890.6 18890.6
16.0 18.1
-0.0 0.0
15328 15329
18890.6 18890.6
18.1 19.0
15329 15331
18890.6 18890.6
15331 15325
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
18931.7
83750.0
22.6
UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
18931.7 18901.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18901.3 18902.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18902.7 18903.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
19.0 75.8
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.3 18941.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
18890.6 18890.6
75.8 133.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.4 18979.7
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1360 1423
18890.6 18890.6
3193.3 1509.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
21030.1 19901.9
83750.0 83750.0
25.1 23.8
UKOOA UKOOA
1423 1424
18890.6 18890.6
1509.4 1609.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19901.9 19968.7
83750.0 83750.0
23.8 23.8
UKOOA UKOOA
1424 1425
18890.6 18890.6
1609.1 725.0
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19968.7 19376.3
83750.0 83750.0
23.8 23.1
UKOOA UKOOA
1425 1426
18890.6 18890.6
725.0 57.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19376.3 18928.8
83750.0 83750.0
23.1 22.6
UKOOA UKOOA
1426 1427
18890.6 18890.6
57.1 58.4
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18928.8 18929.7
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
337 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1427 1428
18890.6 18890.6
58.4 27.6
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18929.7 18909.1
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1428 1429
18890.6 18890.6
27.6 19.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18909.1 18903.3
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
1429 16359
18890.6 18890.6
19.1 75.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18903.3 18941.4
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
16359 16360
18890.6 18890.6
75.9 133.1
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18941.4 18979.8
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
1347 1435
18890.6 18890.6
787.7 245.3
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19418.3 19054.9
83750.0 83750.0
23.2 22.8
UKOOA UKOOA
1435 1436
18890.6 18890.6
245.3 317.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19054.9 19103.6
83750.0 83750.0
22.8 22.8
UKOOA UKOOA
1436 17370
18890.6 18890.6
317.9 153.2
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19103.6 18993.2
83750.0 83750.0
22.8 22.7
UKOOA UKOOA
17370 17371
18890.6 18890.6
153.2 61.6
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18993.2 18931.9
83750.0 83750.0
22.7 22.6
UKOOA UKOOA
17371 17372
18890.6 18890.6
61.6 23.9
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18931.9 18906.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
17372 17379
18890.6 18890.6
23.9 77.5
0.0 -0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
18906.5 18942.5
83750.0 83750.0
22.6 22.6
UKOOA UKOOA
338 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 3 (SUS) W+P1
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
17379 17380
18890.6 18890.6
77.5 133.9
0.0 -0.0
37781.1 37781.1
Max Stress Intensity KPa 39326.6 39326.6
1380 1437
18890.6 18890.6
1211.4 876.3
4.3 -4.3
37781.1 37781.1
1437 1438
18890.6 18890.6
876.3 520.9
4.3 -4.3
1438 1439
18890.6 18890.6
1109.2 88.6
1439 18380
18890.6 18890.6
18380 18389 18389 18390
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
18942.5 18980.3
83750.0 83750.0
22.6 22.7
UKOOA UKOOA
39326.6 39326.6
1.000 1.000
1.000 1.000
19702.2 19477.7
83750.0 83750.0
23.5 23.3
UKOOA UKOOA
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19477.7 19239.6
83750.0 83750.0
23.3 23.0
UKOOA UKOOA
4.3 -2.0
40593.4 38636.9
39326.6 39326.6
2.129 2.129
2.440 2.440
19633.7 18950.0
83750.0 83750.0
23.4 22.6
UKOOA UKOOA
88.6 2996.3
2.0 0.0
38636.9 44208.7
39326.6 39326.6
2.129 2.129
2.440 2.440
18950.0 20898.1
83750.0 83750.0
22.6 25.0
UKOOA UKOOA
18890.6 18890.6
1407.1 875.7
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19833.3 19477.3
83750.0 83750.0
23.7 23.3
UKOOA UKOOA
18890.6 18890.6
875.7 129.9
-0.0 0.0
37781.1 37781.1
39326.6 39326.6
1.000 1.000
1.000 1.000
19477.3 18977.6
83750.0 83750.0
23.3 22.7
UKOOA UKOOA
339 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
Piping Code: UKOOA
= UKOOA (1994)
NO CODE STRESS CHECK PROCESSED: LOADCASE 4 (EXP) L4=L2-L3 Highest Stresses: (KPa CodeStress Ratio (%): Code Stress: Axial Stress: Bending Stress: Torsion Stress: Hoop Stress: 3D Max Intensity:
) 0.0 194.0 0.0 289.6 0.0 541.1 307.0
@Node 15320 Allowable: @Node 11 @Node 15320 @Node 380 @Node 15320 @Node 1421
0.0
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
10 11
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
Max Stress Intensity KPa 0.8 0.8
11 12
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
12 13
0.0 0.0
0.0 0.0
0.0 -0.0
13 14
0.0 0.0
0.0 0.0
14 15
0.0 0.0
0.0 0.0
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
2.3 2.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
3.8 3.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
5.7 5.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
19.1 19.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
340 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
15 16
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
Max Stress Intensity KPa 27.9 27.9
16 17
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
17 18
0.0 0.0
0.0 0.0
0.0 0.0
18 19
0.0 0.0
0.0 0.0
19 20
0.0 0.0
20 30
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
29.0 29.0
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
29.9 29.9
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
30.8 30.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
0.0 0.0
30.8 30.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
31.2 31.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
50 60
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
31.2 31.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
60 61
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
31.5 31.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
61 62
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
32.2 32.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
62 63
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
32.9 32.9
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
63
0.0
0.0
0.0
0.0
33.7
1.000
1.000
0.0
0.0
0.0
UKOOA
341 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
64
0.0
0.2
0.0
0.0
Max Stress Intensity KPa 33.9
64 65
0.0 0.0
0.2 0.6
0.0 0.0
0.0 0.0
65 66
0.0 0.0
0.6 2.1
0.0 0.0
66 67
0.0 0.0
2.1 11.3
67 68
0.0 0.0
68 69
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.2
0.0
0.0
UKOOA
37.9 38.3
1.000 1.000
1.000 1.000
0.2 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
42.5 44.0
1.000 1.000
1.000 1.000
0.4 1.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
44.8 54.0
1.000 1.000
1.000 1.000
1.4 7.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
11.3 40.7
-0.0 0.0
0.0 0.0
54.1 83.5
1.000 1.000
1.000 1.000
7.6 27.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
40.7 75.2
0.0 0.0
0.0 0.0
83.6 118.1
1.000 1.000
1.000 1.000
27.3 50.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
69 71
0.0 0.0
75.2 40.9
0.0 -0.0
0.0 0.0
118.1 83.9
1.000 1.000
1.000 1.000
50.4 27.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
71 72
0.0 0.0
87.2 87.4
0.0 -0.0
167.0 167.4
130.1 143.5
2.129 2.129
2.440 2.440
58.4 58.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
72 70
0.0 0.0
87.4 119.2
0.0 0.0
167.4 228.4
143.6 177.8
2.129 2.129
2.440 2.440
58.5 79.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
70 73
0.0 0.0
56.0 6.3
-0.0 0.0
0.0 0.0
114.9 65.2
1.000 1.000
1.000 1.000
37.5 4.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
73 74
0.0 0.0
6.3 15.5
-0.0 0.0
0.0 0.0
65.6 74.8
1.000 1.000
1.000 1.000
4.2 10.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
342 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
74 75
0.0 0.0
15.5 9.0
-0.0 0.0
0.0 0.0
75.1 68.7
1.000 1.000
1.000 1.000
10.4 6.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
75 76
0.0 0.0
9.0 0.3
-0.0 0.0
0.0 0.0
69.1 60.4
1.000 1.000
1.000 1.000
6.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
76 77
0.0 0.0
0.3 0.1
-0.0 0.0
0.0 0.0
62.3 62.1
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
77 78
0.0 0.0
0.1 0.1
-0.0 0.0
0.0 0.0
65.1 65.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
78 79
0.0 0.0
0.1 0.1
-0.0 0.0
0.0 0.0
65.3 65.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
79 80
0.0 0.0
0.1 0.4
-0.0 0.0
0.0 0.0
65.3 65.6
1.000 2.300
1.000 2.300
0.0 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
80 81
0.0 0.0
112.5 6.6
-0.0 0.0
0.0 0.0
208.3 102.4
1.000 1.000
1.000 1.000
75.4 4.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
81 89
0.0 0.0
6.6 5.2
-0.0 0.0
0.0 0.0
102.4 101.1
1.000 1.000
1.000 1.000
4.4 3.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
89 90
0.0 0.0
5.2 17.1
-0.0 0.0
0.0 0.0
101.1 112.9
1.000 1.000
1.000 1.000
3.5 11.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
90 100
0.0 0.0
17.1 14.2
-0.0 0.0
0.0 0.0
112.9 110.0
1.000 1.000
1.000 1.000
11.4 9.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
343 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
120 130
0.0 0.0
10.3 3.3
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 100.1 93.1
130 131
0.0 0.0
3.3 0.9
-0.0 0.0
0.0 0.0
131 132
0.0 0.0
0.9 0.4
-0.0 0.0
132 133
0.0 0.0
0.4 1.1
133 134
0.0 0.0
134 140
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
6.9 2.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
93.1 90.7
1.000 1.000
1.000 1.000
2.2 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
90.7 90.1
1.000 1.000
1.000 1.000
0.6 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
90.1 90.8
1.000 1.000
1.000 1.000
0.3 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1.1 3.1
-0.0 0.0
0.0 0.0
90.8 92.8
1.000 1.000
1.000 1.000
0.7 2.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
3.1 5.5
-0.0 0.0
0.0 0.0
92.8 95.1
1.000 2.300
1.000 2.300
2.1 3.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
140 145
0.0 0.0
2.1 3.2
0.0 -0.0
0.0 0.0
89.5 90.6
1.000 2.300
1.000 2.300
1.4 2.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
145 146
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
86.7 86.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
146 147
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
86.7 86.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
147 148
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
86.6 86.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
148
0.0
0.0
0.0
0.0
86.2
1.000
1.000
0.0
0.0
0.0
UKOOA
344 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
149
0.0
0.0
-0.0
0.0
Max Stress Intensity KPa 86.2
149 151
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
151 152
0.0 0.0
0.0 0.1
0.0 -0.0
152 153
0.0 0.0
0.1 0.3
153 154
0.0 0.0
154 155
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.0
0.0
0.0
UKOOA
85.0 85.0
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
82.0 82.0
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
78.7 79.0
1.000 1.000
1.000 1.000
0.0 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.3 1.6
0.0 -0.0
0.0 0.0
75.8 77.1
1.000 1.000
1.000 1.000
0.2 1.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
1.6 14.0
0.0 -0.0
0.0 0.0
75.5 88.0
1.000 1.000
1.000 1.000
1.1 9.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
155 156
0.0 0.0
14.0 37.2
0.0 -0.0
0.0 0.0
87.6 110.8
1.000 1.000
1.000 1.000
9.4 24.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
156 157
0.0 0.0
37.2 51.1
0.0 -0.0
0.0 0.0
110.5 124.4
1.000 1.000
1.000 1.000
24.9 34.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
157 158
0.0 0.0
51.1 19.0
0.0 -0.0
0.0 0.0
124.2 92.1
1.000 1.000
1.000 1.000
34.2 12.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
158 159
0.0 0.0
40.4 121.3
0.0 -0.0
77.5 232.5
113.3 200.3
2.129 2.129
2.440 2.440
27.1 81.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
159 150
0.0 0.0
121.3 6.0
0.0 -0.0
232.5 11.6
200.2 76.3
2.129 2.129
2.440 2.440
81.3 4.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
345 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
150 161
0.0 0.0
2.8 62.1
0.0 -0.0
0.0 0.0
73.2 132.5
1.000 1.000
1.000 1.000
1.9 41.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
161 162
0.0 0.0
62.1 41.6
0.0 -0.0
0.0 0.0
132.7 112.2
1.000 1.000
1.000 1.000
41.6 27.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
162 163
0.0 0.0
41.6 2.5
0.0 -0.0
0.0 0.0
112.5 73.4
1.000 1.000
1.000 1.000
27.9 1.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
163 164
0.0 0.0
2.5 2.5
0.0 -0.0
0.0 0.0
73.6 73.6
1.000 1.000
1.000 1.000
1.7 1.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
164 165
0.0 0.0
2.5 2.3
0.0 -0.0
0.0 0.0
73.8 73.5
1.000 1.000
1.000 1.000
1.7 1.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
165 160
0.0 0.0
2.3 2.0
0.0 -0.0
0.0 0.0
73.5 73.3
1.000 1.000
1.000 1.000
1.5 1.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
160 170
0.0 0.0
2.0 0.7
0.0 -0.0
0.0 0.0
73.4 72.1
1.000 1.000
1.000 1.000
1.3 0.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
190 200
0.0 0.0
0.1 1.2
0.0 -0.0
0.0 0.0
71.5 72.6
1.000 1.000
1.000 1.000
0.1 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
200 201
0.0 0.0
1.2 1.5
0.0 -0.0
0.0 0.0
72.6 72.9
1.000 1.000
1.000 1.000
0.8 1.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
201 202
0.0 0.0
1.5 5.7
0.0 -0.0
0.0 0.0
73.0 77.2
1.000 1.000
1.000 1.000
1.0 3.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
346 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
202 203
0.0 0.0
5.7 10.6
0.0 -0.0
0.0 0.0
Max Stress Intensity KPa 77.3 82.2
203 210
0.0 0.0
10.6 17.9
0.0 -0.0
0.0 0.0
210 211
0.0 0.0
42.5 12.2
0.0 -0.0
211 212
0.0 0.0
12.2 8.4
212 213
0.0 0.0
213 219
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
3.8 7.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
82.4 89.7
1.000 2.300
1.000 2.300
7.1 12.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
127.2 96.9
1.000 1.000
1.000 1.000
28.5 8.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
97.0 93.2
1.000 1.000
1.000 1.000
8.2 5.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
8.4 2.7
0.0 -0.0
0.0 0.0
93.2 87.6
1.000 1.000
1.000 1.000
5.6 1.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
2.7 1.6
0.0 -0.0
0.0 0.0
87.7 86.5
1.000 1.000
1.000 1.000
1.8 1.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
219 220
0.0 0.0
1.6 0.5
0.0 -0.0
0.0 0.0
86.5 85.4
1.000 1.000
1.000 1.000
1.1 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
220 230
0.0 0.0
0.5 0.1
0.0 -0.0
0.0 0.0
85.5 85.1
1.000 1.000
1.000 1.000
0.3 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
250 260
0.0 0.0
0.0 0.3
0.0 -0.0
0.0 0.0
85.0 85.3
1.000 1.000
1.000 1.000
0.0 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
260 261
0.0 0.0
0.3 0.1
0.0 -0.0
0.0 0.0
85.4 85.1
1.000 1.000
1.000 1.000
0.2 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
261
0.0
0.1
0.0
0.0
85.1
1.000
1.000
0.1
0.0
0.0
UKOOA
347 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
262
0.0
0.0
-0.0
0.0
Max Stress Intensity KPa 85.0
262 263
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
263 264
0.0 0.0
0.0 0.0
0.0 -0.0
264 265
0.0 0.0
0.0 0.0
265 266
0.0 0.0
266 267
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.0
0.0
0.0
UKOOA
85.1 85.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
85.1 85.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
85.3 85.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 -0.0
0.0 0.0
85.7 85.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.1
0.0 -0.0
0.0 0.0
86.0 86.1
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
267 268
0.0 0.0
0.1 0.3
0.0 -0.0
0.0 0.0
86.2 86.4
1.000 1.000
1.000 1.000
0.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
268 270
0.0 0.0
0.3 2.5
0.0 -0.0
0.0 0.0
85.8 88.1
1.000 2.300
1.000 2.300
0.2 1.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
270 271
0.0 0.0
4.2 1.2
0.0 -0.0
0.0 0.0
83.5 80.6
1.000 1.000
1.000 1.000
2.8 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
271 272
0.0 0.0
1.2 1.1
0.0 -0.0
0.0 0.0
79.6 79.5
1.000 1.000
1.000 1.000
0.8 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
272 273
0.0 0.0
1.1 10.1
0.0 -0.0
0.0 0.0
78.6 87.7
1.000 1.000
1.000 1.000
0.7 6.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
348 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
273 274
0.0 0.0
10.1 25.1
0.0 -0.0
0.0 0.0
87.5 102.5
1.000 1.000
1.000 1.000
6.8 16.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
274 277
0.0 0.0
25.1 31.6
0.0 -0.0
0.0 0.0
102.4 108.9
1.000 1.000
1.000 1.000
16.8 21.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
277 281
0.0 0.0
31.6 22.1
0.0 -0.0
0.0 0.0
108.8 99.2
1.000 1.000
1.000 1.000
21.2 14.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
281 282
0.0 0.0
56.7 104.3
0.0 0.0
106.0 195.0
133.7 184.4
2.564 2.564
2.938 2.938
38.0 69.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
282 275
0.0 0.0
104.3 26.1
-0.0 0.0
195.0 48.8
184.3 101.2
2.564 2.564
2.938 2.938
69.9 17.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
275 278
0.0 0.0
10.2 45.0
-0.0 0.0
0.0 0.0
85.3 120.1
1.000 1.000
1.000 1.000
6.8 30.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
278 279
0.0 0.0
45.0 23.3
-0.0 0.0
0.0 0.0
120.1 98.4
1.000 1.000
1.000 1.000
30.2 15.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
279 283
0.0 0.0
23.3 21.6
-0.0 0.0
0.0 0.0
98.4 96.7
1.000 1.000
1.000 1.000
15.6 14.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
283 284
0.0 0.0
21.6 42.2
-0.0 0.0
0.0 0.0
96.7 117.3
1.000 1.000
1.000 1.000
14.5 28.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
284 285
0.0 0.0
42.2 12.2
-0.0 0.0
0.0 0.0
117.3 87.3
1.000 1.000
1.000 1.000
28.3 8.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
349 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
285 286
0.0 0.0
31.3 103.7
-0.0 0.0
58.5 193.7
Max Stress Intensity KPa 106.3 183.2
286 276
0.0 0.0
103.7 50.8
-0.0 0.0
193.7 94.9
276 287
0.0 0.0
19.8 34.1
-0.0 0.0
287 288
0.0 0.0
34.1 26.2
288 289
0.0 0.0
289 291
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.564 2.564
2.938 2.938
21.0 69.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
183.2 127.1
2.564 2.564
2.938 2.938
69.5 34.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
96.2 110.4
1.000 1.000
1.000 1.000
13.3 22.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
110.5 102.7
1.000 1.000
1.000 1.000
22.8 17.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
26.2 10.3
-0.0 0.0
0.0 0.0
102.8 86.9
1.000 1.000
1.000 1.000
17.6 6.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
10.3 1.1
-0.0 0.0
0.0 0.0
87.0 77.8
1.000 1.000
1.000 1.000
6.9 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
291 292
0.0 0.0
1.1 0.2
-0.0 0.0
0.0 0.0
78.3 77.4
1.000 1.000
1.000 1.000
0.7 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
292 293
0.0 0.0
0.2 0.1
-0.0 0.0
0.0 0.0
78.3 78.2
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
293 280
0.0 0.0
0.1 0.2
-0.0 0.0
0.0 0.0
78.2 78.4
1.000 2.300
1.000 2.300
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
280 294
0.0 0.0
1.2 1.0
-0.0 0.0
0.0 0.0
85.8 85.5
1.000 1.000
1.000 1.000
0.8 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
294
0.0
1.0
-0.0
0.0
85.5
1.000
1.000
0.7
0.0
0.0
UKOOA
350 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
295
0.0
0.1
0.0
0.0
Max Stress Intensity KPa 84.6
295 296
0.0 0.0
0.1 0.0
-0.0 0.0
0.0 0.0
296 297
0.0 0.0
0.0 0.0
-0.0 0.0
297 298
0.0 0.0
0.0 0.0
298 290
0.0 0.0
290 300
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.1
0.0
0.0
UKOOA
84.6 84.5
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
84.5 84.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
84.5 84.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
-0.0 0.0
0.0 0.0
84.4 84.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
84.4 84.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
320 330
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
84.4 84.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
330 331
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
84.4 84.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
331 332
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
84.3 84.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
332 333
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
84.3 84.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
333 334
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
84.2 84.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
351 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
334 335
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
83.8 83.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
335 336
0.0 0.0
0.0 0.1
-0.0 0.0
0.0 0.0
82.5 82.6
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
336 337
0.0 0.0
0.1 0.3
-0.0 0.0
0.0 0.0
79.9 80.1
1.000 1.000
1.000 1.000
0.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
337 338
0.0 0.0
0.3 1.8
-0.0 0.0
0.0 0.0
77.0 78.5
1.000 1.000
1.000 1.000
0.2 1.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
338 339
0.0 0.0
1.8 14.7
-0.0 0.0
0.0 0.0
77.0 90.0
1.000 1.000
1.000 1.000
1.2 9.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
339 341
0.0 0.0
14.7 40.7
-0.0 0.0
0.0 0.0
89.7 115.6
1.000 1.000
1.000 1.000
9.9 27.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
341 342
0.0 0.0
40.7 58.8
-0.0 0.0
0.0 0.0
115.4 133.5
1.000 1.000
1.000 1.000
27.2 39.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
342 343
0.0 0.0
58.8 11.4
-0.0 0.0
0.0 0.0
133.2 85.9
1.000 1.000
1.000 1.000
39.4 7.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
343 344
0.0 0.0
24.4 125.3
-0.0 0.0
46.7 240.1
98.6 207.2
2.129 2.129
2.440 2.440
16.3 84.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
344 340
0.0 0.0
125.3 22.9
-0.0 0.0
240.1 43.9
207.2 97.0
2.129 2.129
2.440 2.440
84.0 15.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
352 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
340 345
0.0 0.0
10.8 59.3
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 85.1 133.6
345 346
0.0 0.0
59.3 40.8
-0.0 0.0
0.0 0.0
346 347
0.0 0.0
40.8 14.8
-0.0 0.0
347 348
0.0 0.0
14.8 1.8
348 349
0.0 0.0
349 351
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
7.2 39.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
133.9 115.4
1.000 1.000
1.000 1.000
39.7 27.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
115.7 89.6
1.000 1.000
1.000 1.000
27.4 9.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
89.9 76.9
1.000 1.000
1.000 1.000
9.9 1.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
1.8 0.3
-0.0 0.0
0.0 0.0
78.4 76.9
1.000 1.000
1.000 1.000
1.2 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.3 0.1
-0.0 0.0
0.0 0.0
79.8 79.5
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
351 352
0.0 0.0
0.1 0.0
-0.0 0.0
0.0 0.0
82.5 82.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
352 353
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
85.2 85.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
353 354
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
86.3 86.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
354 355
0.0 0.0
0.0 0.1
-0.0 0.0
0.0 0.0
86.5 86.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
355
0.0
0.1
-0.0
0.0
86.5
1.000
1.000
0.0
0.0
0.0
UKOOA
353 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
350
0.0
0.5
0.0
0.0
Max Stress Intensity KPa 86.9
350 356
0.0 0.0
0.2 0.1
-0.0 0.0
0.0 0.0
356 357
0.0 0.0
0.1 0.0
-0.0 0.0
357 358
0.0 0.0
0.0 0.1
358 359
0.0 0.0
359 361
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.300
2.300
0.3
0.0
0.0
UKOOA
86.4 86.3
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
85.1 85.0
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
82.5 82.5
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.1 0.3
-0.0 0.0
0.0 0.0
79.5 79.8
1.000 1.000
1.000 1.000
0.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.3 1.8
-0.0 0.0
0.0 0.0
76.9 78.4
1.000 1.000
1.000 1.000
0.2 1.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
361 362
0.0 0.0
1.8 14.7
-0.0 0.0
0.0 0.0
76.9 89.8
1.000 1.000
1.000 1.000
1.2 9.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
362 363
0.0 0.0
14.7 40.7
-0.0 0.0
0.0 0.0
89.5 115.5
1.000 1.000
1.000 1.000
9.9 27.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
363 364
0.0 0.0
40.7 58.9
-0.0 0.0
0.0 0.0
115.2 133.5
1.000 1.000
1.000 1.000
27.3 39.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
364 365
0.0 0.0
58.9 11.2
-0.0 0.0
0.0 0.0
133.2 85.5
1.000 1.000
1.000 1.000
39.5 7.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
365 366
0.0 0.0
23.7 125.2
-0.0 0.0
45.5 239.8
97.8 206.9
2.129 2.129
2.440 2.440
15.9 83.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
354 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
366 360
0.0 0.0
125.2 23.5
-0.0 0.0
239.8 45.0
206.9 97.6
2.129 2.129
2.440 2.440
83.9 15.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
360 367
0.0 0.0
11.0 59.0
-0.0 0.0
0.0 0.0
85.3 133.3
1.000 1.000
1.000 1.000
7.4 39.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
367 368
0.0 0.0
59.0 40.7
-0.0 0.0
0.0 0.0
133.6 115.3
1.000 1.000
1.000 1.000
39.5 27.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
368 369
0.0 0.0
40.7 14.7
-0.0 0.0
0.0 0.0
115.5 89.5
1.000 1.000
1.000 1.000
27.3 9.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
369 371
0.0 0.0
14.7 1.8
-0.0 0.0
0.0 0.0
89.8 76.9
1.000 1.000
1.000 1.000
9.9 1.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
371 372
0.0 0.0
1.8 0.3
-0.0 0.0
0.0 0.0
78.3 76.8
1.000 1.000
1.000 1.000
1.2 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
372 373
0.0 0.0
0.3 0.1
-0.0 0.0
0.0 0.0
79.7 79.5
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
373 374
0.0 0.0
0.1 0.0
-0.0 0.0
0.0 0.0
82.5 82.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
374 375
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
85.2 85.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
375 376
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
86.3 86.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
355 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
376 377
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 86.5 86.6
377 370
0.0 0.0
0.0 0.4
-0.0 0.0
0.0 0.0
370 378
0.0 0.0
0.1 0.0
-0.0 0.0
378 379
0.0 0.0
0.0 0.0
379 381
0.0 0.0
381 382
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
86.5 86.8
1.000 2.300
1.000 2.300
0.0 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
86.8 86.8
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
86.2 86.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
-0.0 0.0
0.0 0.0
84.5 84.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.1
-0.0 0.0
0.0 0.0
80.7 80.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
382 389
0.0 0.0
0.1 0.2
-0.0 0.0
0.0 0.0
76.6 76.8
1.000 1.000
1.000 1.000
0.0 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
389 391
0.0 0.0
0.2 1.4
-0.0 0.0
0.0 0.0
72.8 73.9
1.000 1.000
1.000 1.000
0.2 0.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
391 392
0.0 0.0
1.4 11.2
-0.0 0.0
0.0 0.0
71.9 81.7
1.000 1.000
1.000 1.000
0.9 7.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
392 393
0.0 0.0
11.2 30.7
-0.0 0.0
0.0 0.0
81.3 100.8
1.000 1.000
1.000 1.000
7.5 20.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
393
0.0
30.7
-0.0
0.0
100.5
1.000
1.000
20.6
0.0
0.0
UKOOA
356 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
394
0.0
44.2
0.0
0.0
Max Stress Intensity KPa 113.9
394 395
0.0 0.0
44.2 9.6
-0.0 0.0
0.0 0.0
395 396
0.0 0.0
24.6 56.6
-0.0 -0.0
396 380
0.0 0.0
56.6 84.8
380 383
0.0 0.0
383 384
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
29.6
0.0
0.0
UKOOA
113.6 79.0
1.000 1.000
1.000 1.000
29.6 6.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
46.0 105.8
93.7 127.7
2.564 2.564
2.938 2.938
16.5 37.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
105.8 158.4
127.6 147.0
2.564 2.564
2.938 2.938
37.9 56.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
33.1 74.3
-0.0 0.0
0.0 0.0
95.4 136.6
1.000 1.000
1.000 1.000
22.2 49.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
74.3 41.2
-0.0 0.0
0.0 0.0
136.8 103.6
1.000 1.000
1.000 1.000
49.8 27.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
384 397
0.0 0.0
41.2 10.9
-0.0 0.0
0.0 0.0
103.7 73.4
1.000 1.000
1.000 1.000
27.6 7.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
397 398
0.0 0.0
10.9 9.9
-0.0 0.0
0.0 0.0
73.5 72.6
1.000 1.000
1.000 1.000
7.3 6.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
398 399
0.0 0.0
9.9 29.4
-0.0 0.0
0.0 0.0
72.7 92.2
1.000 1.000
1.000 1.000
6.7 19.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
399 401
0.0 0.0
29.4 44.3
-0.0 0.0
0.0 0.0
92.3 107.2
1.000 1.000
1.000 1.000
19.7 29.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
401 402
0.0 0.0
44.3 4.1
-0.0 0.0
0.0 0.0
107.3 67.0
1.000 1.000
1.000 1.000
29.7 2.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
357 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
402 403
0.0 0.0
10.4 88.0
-0.0 0.0
19.5 164.5
73.4 155.9
2.564 2.564
2.938 2.938
7.0 59.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
403 385
0.0 0.0
88.0 58.7
-0.0 0.0
164.5 109.7
155.9 124.7
2.564 2.564
2.938 2.938
59.0 39.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
385 387
0.0 0.0
22.9 21.7
-0.0 0.0
0.0 0.0
89.0 87.9
1.000 1.000
1.000 1.000
15.3 14.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
387 388
0.0 0.0
21.7 12.4
-0.0 0.0
0.0 0.0
88.0 78.7
1.000 1.000
1.000 1.000
14.6 8.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
388 404
0.0 0.0
12.4 30.7
-0.0 0.0
0.0 0.0
78.9 97.1
1.000 1.000
1.000 1.000
8.3 20.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
404 405
0.0 0.0
30.7 53.8
-0.0 0.0
0.0 0.0
97.3 120.5
1.000 1.000
1.000 1.000
20.6 36.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
405 406
0.0 0.0
53.8 0.9
-0.0 0.0
0.0 0.0
120.6 67.7
1.000 1.000
1.000 1.000
36.1 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
406 407
0.0 0.0
2.3 96.1
-0.0 0.0
4.3 179.5
69.2 169.1
2.564 2.564
2.938 2.938
1.5 64.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
407 386
0.0 0.0
96.1 79.4
-0.0 0.0
179.5 148.3
169.1 151.4
2.564 2.564
2.938 2.938
64.4 53.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
386 408
0.0 0.0
31.0 16.1
-0.0 0.0
0.0 0.0
103.1 88.3
1.000 1.000
1.000 1.000
20.7 10.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
358 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
408 409
0.0 0.0
16.1 16.8
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 88.6 89.2
409 411
0.0 0.0
16.8 7.8
-0.0 0.0
0.0 0.0
411 412
0.0 0.0
7.8 0.6
-0.0 0.0
412 413
0.0 0.0
0.6 0.2
413 414
0.0 0.0
414 415
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
10.8 11.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
89.5 80.5
1.000 1.000
1.000 1.000
11.3 5.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
80.8 73.5
1.000 1.000
1.000 1.000
5.3 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
75.0 74.6
1.000 1.000
1.000 1.000
0.4 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.2 0.1
-0.0 0.0
0.0 0.0
76.5 76.4
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.1 0.0
-0.0 0.0
0.0 0.0
77.1 77.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
415 416
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
77.2 77.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
416 417
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
77.3 77.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
417 418
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
77.4 77.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
418 390
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
77.4 77.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
390
0.0
0.0
-0.0
0.0
77.5
1.000
1.000
0.0
0.0
0.0
UKOOA
359 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
400
0.0
0.1
0.0
0.0
Max Stress Intensity KPa 77.5
420 430
0.0 0.0
0.1 0.2
-0.0 0.0
0.0 0.0
430 431
0.0 0.0
0.2 1.2
-0.0 0.0
431 432
0.0 0.0
1.2 3.1
432 433
0.0 0.0
433 434
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.0
0.0
0.0
UKOOA
77.5 77.6
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
77.7 78.7
1.000 1.000
1.000 1.000
0.1 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
78.7 80.5
1.000 1.000
1.000 1.000
0.8 2.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
3.1 3.9
-0.0 0.0
0.0 0.0
80.6 81.5
1.000 1.000
1.000 1.000
2.1 2.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
3.9 32.9
-0.0 0.0
0.0 0.0
81.5 110.4
1.000 1.000
1.000 1.000
2.6 22.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
434 440
0.0 0.0
32.9 152.9
-0.0 0.0
0.0 0.0
110.5 230.5
1.000 2.300
1.000 2.300
22.0 102.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
440 441
0.0 0.0
68.1 33.9
-0.0 0.0
0.0 0.0
156.8 122.6
1.000 1.000
1.000 1.000
45.6 22.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
441 442
0.0 0.0
33.9 21.8
-0.0 0.0
0.0 0.0
122.6 110.5
1.000 1.000
1.000 1.000
22.7 14.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
442 443
0.0 0.0
21.8 7.3
-0.0 0.0
0.0 0.0
110.5 96.0
1.000 1.000
1.000 1.000
14.6 4.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
443 444
0.0 0.0
7.3 4.5
-0.0 0.0
0.0 0.0
96.1 93.2
1.000 1.000
1.000 1.000
4.9 3.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
360 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
444 445
0.0 0.0
4.5 1.7
-0.0 0.0
0.0 0.0
93.2 90.4
1.000 1.000
1.000 1.000
3.0 1.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
445 450
0.0 0.0
1.7 2.6
-0.0 0.0
0.0 0.0
90.4 91.3
1.000 1.000
1.000 1.000
1.1 1.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
470 480
0.0 0.0
2.7 1.1
-0.0 0.0
0.0 0.0
90.4 88.9
1.000 1.000
1.000 1.000
1.8 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
480 481
0.0 0.0
1.1 0.3
-0.0 0.0
0.0 0.0
88.9 88.1
1.000 1.000
1.000 1.000
0.8 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
481 482
0.0 0.0
0.3 0.0
-0.0 0.0
0.0 0.0
88.1 87.8
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
482 483
0.0 0.0
0.0 0.1
-0.0 0.0
0.0 0.0
87.7 87.8
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
483 484
0.0 0.0
0.1 0.0
-0.0 0.0
0.0 0.0
87.8 87.7
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
484 489
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
87.6 87.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
489 491
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
87.3 87.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
491 492
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
86.9 86.9
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
361 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
492 493
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 86.2 86.2
493 494
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
494 495
0.0 0.0
0.0 0.2
-0.0 0.0
495 496
0.0 0.0
0.2 1.0
496 497
0.0 0.0
497 501
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
84.1 84.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
82.4 82.6
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
80.9 81.7
1.000 1.000
1.000 1.000
0.1 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1.0 10.3
-0.0 0.0
0.0 0.0
80.9 90.1
1.000 1.000
1.000 1.000
0.7 6.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
10.3 25.5
-0.0 0.0
0.0 0.0
90.0 105.1
1.000 1.000
1.000 1.000
6.9 17.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
501 502
0.0 0.0
25.5 31.8
-0.0 0.0
0.0 0.0
105.0 111.3
1.000 1.000
1.000 1.000
17.1 21.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
502 503
0.0 0.0
31.8 23.4
-0.0 0.0
0.0 0.0
111.2 102.7
1.000 1.000
1.000 1.000
21.3 15.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
503 504
0.0 0.0
59.9 107.4
-0.0 0.0
112.0 200.7
139.2 189.7
2.564 2.564
2.938 2.938
40.2 72.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
504 485
0.0 0.0
107.4 25.4
-0.0 0.0
200.7 47.5
189.6 102.5
2.564 2.564
2.938 2.938
72.0 17.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
485
0.0
9.9
-0.0
0.0
87.0
1.000
1.000
6.6
0.0
0.0
UKOOA
362 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
487
0.0
47.6
0.0
0.0
Max Stress Intensity KPa 124.7
487 488
0.0 0.0
47.6 26.9
-0.0 0.0
0.0 0.0
488 505
0.0 0.0
26.9 24.8
-0.0 0.0
505 506
0.0 0.0
24.8 44.0
506 507
0.0 0.0
507 508
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
31.9
0.0
0.0
UKOOA
124.7 103.9
1.000 1.000
1.000 1.000
31.9 18.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
103.9 101.9
1.000 1.000
1.000 1.000
18.0 16.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
101.8 121.0
1.000 1.000
1.000 1.000
16.6 29.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
44.0 12.6
-0.0 0.0
0.0 0.0
121.0 89.6
1.000 1.000
1.000 1.000
29.5 8.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
32.3 106.5
-0.0 0.0
60.4 199.1
109.3 188.2
2.564 2.564
2.938 2.938
21.7 71.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
508 486
0.0 0.0
106.5 52.1
-0.0 0.0
199.1 97.4
188.2 130.4
2.564 2.564
2.938 2.938
71.4 34.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
486 509
0.0 0.0
20.3 35.0
-0.0 0.0
0.0 0.0
98.6 113.3
1.000 1.000
1.000 1.000
13.6 23.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
509 511
0.0 0.0
35.0 27.0
-0.0 0.0
0.0 0.0
113.4 105.4
1.000 1.000
1.000 1.000
23.5 18.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
511 512
0.0 0.0
27.0 10.6
-0.0 0.0
0.0 0.0
105.5 89.2
1.000 1.000
1.000 1.000
18.1 7.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
512 513
0.0 0.0
10.6 1.1
-0.0 0.0
0.0 0.0
89.3 79.8
1.000 1.000
1.000 1.000
7.1 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
363 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
513 514
0.0 0.0
1.1 0.2
-0.0 0.0
0.0 0.0
80.4 79.5
1.000 1.000
1.000 1.000
0.8 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
514 515
0.0 0.0
0.2 0.1
-0.0 0.0
0.0 0.0
80.4 80.2
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
515 516
0.0 0.0
0.1 0.0
-0.0 0.0
0.0 0.0
80.5 80.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
516 490
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
80.5 80.5
1.000 2.300
1.000 2.300
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
490 498
0.0 0.0
0.3 0.2
0.0 -0.0
0.0 0.0
79.0 78.9
1.000 1.000
1.000 1.000
0.2 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
498 499
0.0 0.0
0.2 0.4
0.0 -0.0
0.0 0.0
77.5 77.7
1.000 1.000
1.000 1.000
0.2 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
499 517
0.0 0.0
0.4 1.9
0.0 -0.0
0.0 0.0
75.2 76.7
1.000 1.000
1.000 1.000
0.3 1.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
517 518
0.0 0.0
1.9 14.6
0.0 -0.0
0.0 0.0
75.4 88.1
1.000 1.000
1.000 1.000
1.3 9.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
518 519
0.0 0.0
14.6 41.1
0.0 -0.0
0.0 0.0
87.9 114.4
1.000 1.000
1.000 1.000
9.8 27.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
519 521
0.0 0.0
41.1 60.8
0.0 -0.0
0.0 0.0
114.2 133.8
1.000 1.000
1.000 1.000
27.6 40.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
364 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
521 522
0.0 0.0
60.8 7.3
0.0 -0.0
0.0 0.0
Max Stress Intensity KPa 133.6 80.1
522 523
0.0 0.0
15.6 123.7
0.0 -0.0
29.9 237.0
523 500
0.0 0.0
123.7 31.0
0.0 -0.0
500 524
0.0 0.0
14.6 55.7
524 525
0.0 0.0
525 526
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
40.8 4.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
88.2 204.4
2.129 2.129
2.440 2.440
10.5 82.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
237.0 59.4
204.4 104.8
2.129 2.129
2.440 2.440
82.9 20.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
88.5 129.7
1.000 1.000
1.000 1.000
9.8 37.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
55.7 39.3
0.0 -0.0
0.0 0.0
129.9 113.5
1.000 1.000
1.000 1.000
37.3 26.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
39.3 14.5
0.0 -0.0
0.0 0.0
113.7 88.9
1.000 1.000
1.000 1.000
26.3 9.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
526 527
0.0 0.0
14.5 1.7
0.0 -0.0
0.0 0.0
89.3 76.5
1.000 1.000
1.000 1.000
9.7 1.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
527 528
0.0 0.0
1.7 0.3
0.0 -0.0
0.0 0.0
78.0 76.6
1.000 1.000
1.000 1.000
1.2 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
528 529
0.0 0.0
0.3 0.1
0.0 -0.0
0.0 0.0
79.9 79.7
1.000 1.000
1.000 1.000
0.2 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
529 510
0.0 0.0
0.1 0.0
0.0 -0.0
0.0 0.0
82.5 82.4
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
510
0.0
0.0
0.0
0.0
83.9
1.000
1.000
0.0
0.0
0.0
UKOOA
365 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
531
0.0
0.0
-0.0
0.0
Max Stress Intensity KPa 83.9
531 532
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
532 533
0.0 0.0
0.0 0.0
0.0 -0.0
533 534
0.0 0.0
0.0 0.0
534 535
0.0 0.0
535 536
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.0
0.0
0.0
UKOOA
84.8 84.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
85.4 85.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
85.7 85.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 -0.0
0.0 0.0
85.7 85.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.1
0.0 -0.0
0.0 0.0
85.8 85.8
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
536 537
0.0 0.0
0.1 0.1
0.0 -0.0
0.0 0.0
85.9 85.9
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
537 520
0.0 0.0
0.1 0.1
0.0 -0.0
0.0 0.0
85.9 85.9
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
520 530
0.0 0.0
0.1 0.2
0.0 -0.0
0.0 0.0
85.9 86.0
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
550 560
0.0 0.0
0.2 0.3
0.0 -0.0
0.0 0.0
86.1 86.1
1.000 1.000
1.000 1.000
0.2 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
560 561
0.0 0.0
0.3 1.3
0.0 -0.0
0.0 0.0
86.1 87.1
1.000 1.000
1.000 1.000
0.2 0.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
366 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
561 562
0.0 0.0
1.3 1.2
0.0 -0.0
0.0 0.0
87.1 87.0
1.000 1.000
1.000 1.000
0.9 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
562 563
0.0 0.0
1.2 3.0
0.0 -0.0
0.0 0.0
87.0 88.8
1.000 1.000
1.000 1.000
0.8 2.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
563 564
0.0 0.0
3.0 40.4
0.0 -0.0
0.0 0.0
88.8 126.2
1.000 1.000
1.000 1.000
2.0 27.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
564 569
0.0 0.0
40.4 21.5
0.0 -0.0
0.0 0.0
126.2 107.4
1.000 1.000
1.000 1.000
27.1 14.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
569 570
0.0 0.0
21.5 192.0
0.0 -0.0
0.0 0.0
107.4 277.8
1.000 2.300
1.000 2.300
14.4 128.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
570 571
0.0 0.0
0.1 0.0
0.0 -0.0
0.0 0.0
82.2 82.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
571 572
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
85.4 85.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
572 573
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
86.4 86.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
573 574
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
86.7 86.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
574 580
0.0 0.0
0.0 0.2
0.0 -0.0
0.0 0.0
86.8 87.0
1.000 2.300
1.000 2.300
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
367 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
580 590
0.0 0.0
0.3 0.8
0.0 -0.0
0.0 0.0
Max Stress Intensity KPa 87.5 88.1
590 591
0.0 0.0
0.5 0.1
0.0 -0.0
0.0 0.0
591 592
0.0 0.0
0.1 0.0
0.0 -0.0
592 593
0.0 0.0
0.0 0.0
593 594
0.0 0.0
594 595
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 2.300
1.000 2.300
0.2 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
87.5 87.1
1.000 1.000
1.000 1.000
0.3 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
87.3 87.2
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
87.4 87.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 -0.0
0.0 0.0
87.5 87.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
87.5 87.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
595 596
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
87.5 87.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
596 599
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
87.5 87.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
599 600
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
87.5 87.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
600 610
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
87.5 87.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
630
0.0
0.0
0.0
0.0
88.3
1.000
1.000
0.0
0.0
0.0
UKOOA
368 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
640
0.0
0.0
-0.0
0.0
Max Stress Intensity KPa 88.4
640 641
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
641 642
0.0 0.0
0.0 0.0
0.0 -0.0
642 643
0.0 0.0
0.0 0.0
643 644
0.0 0.0
644 645
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.0
0.0
0.0
UKOOA
88.3 88.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
88.3 88.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
88.3 88.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.4
0.0 -0.0
0.0 0.0
88.3 88.7
1.000 1.000
1.000 1.000
0.0 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.4 0.9
0.0 -0.0
0.0 0.0
88.6 89.1
1.000 1.000
1.000 1.000
0.2 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
645 299
0.0 0.0
0.9 0.2
0.0 -0.0
0.0 0.0
89.1 88.3
1.000 1.000
1.000 1.000
0.6 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
299 280
0.0 0.0
0.2 1.3
0.0 -0.0
0.0 0.0
88.3 89.4
1.000 1.000
1.000 1.000
0.1 0.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
570 575
0.0 0.0
83.5 40.6
0.0 -0.0
0.0 0.0
162.1 119.2
1.000 1.000
1.000 1.000
56.0 27.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
575 576
0.0 0.0
40.6 4.4
0.0 -0.0
0.0 0.0
119.2 83.0
1.000 1.000
1.000 1.000
27.2 2.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
576 577
0.0 0.0
4.4 0.6
0.0 -0.0
0.0 0.0
82.9 79.2
1.000 1.000
1.000 1.000
2.9 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
369 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
577 578
0.0 0.0
0.6 1.2
0.0 -0.0
0.0 0.0
79.2 79.7
1.000 1.000
1.000 1.000
0.4 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
578 799
0.0 0.0
1.2 0.9
0.0 -0.0
0.0 0.0
79.7 79.4
1.000 1.000
1.000 1.000
0.8 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
799 800
0.0 0.0
0.9 0.6
0.0 -0.0
0.0 0.0
79.4 79.2
1.000 1.000
1.000 1.000
0.6 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
800 810
0.0 0.0
0.6 0.3
0.0 -0.0
0.0 0.0
79.1 78.8
1.000 1.000
1.000 1.000
0.4 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
825 830
0.0 0.0
0.1 0.2
0.0 -0.0
0.0 0.0
78.6 78.7
1.000 1.000
1.000 1.000
0.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
830 831
0.0 0.0
0.2 0.1
0.0 -0.0
0.0 0.0
78.7 78.5
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
831 832
0.0 0.0
0.1 0.0
0.0 -0.0
0.0 0.0
78.5 78.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
832 833
0.0 0.0
0.0 0.1
0.0 -0.0
0.0 0.0
78.3 78.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
833 838
0.0 0.0
0.1 0.5
0.0 -0.0
0.0 0.0
78.3 78.7
1.000 1.000
1.000 1.000
0.0 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
838 839
0.0 0.0
0.5 1.4
0.0 -0.0
0.0 0.0
78.3 79.2
1.000 1.000
1.000 1.000
0.3 1.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
370 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
839 841
0.0 0.0
1.4 9.9
0.0 -0.0
0.0 0.0
Max Stress Intensity KPa 78.7 87.2
841 842
0.0 0.0
9.9 25.1
0.0 -0.0
0.0 0.0
842 843
0.0 0.0
25.1 31.8
0.0 -0.0
843 844
0.0 0.0
31.8 21.9
844 845
0.0 0.0
845 835
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
1.0 6.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
87.1 102.3
1.000 1.000
1.000 1.000
6.7 16.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
102.2 108.8
1.000 1.000
1.000 1.000
16.8 21.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
108.7 98.8
1.000 1.000
1.000 1.000
21.3 14.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
56.1 104.1
0.0 0.0
104.8 194.4
132.9 183.9
2.564 2.564
2.938 2.938
37.6 69.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
104.1 26.5
-0.0 0.0
194.4 49.5
183.8 101.4
2.564 2.564
2.938 2.938
69.7 17.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
835 837
0.0 0.0
10.3 44.7
-0.0 0.0
0.0 0.0
85.3 119.6
1.000 1.000
1.000 1.000
6.9 29.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
837 846
0.0 0.0
44.7 23.1
-0.0 0.0
0.0 0.0
119.6 98.1
1.000 1.000
1.000 1.000
29.9 15.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
846 847
0.0 0.0
23.1 21.7
-0.0 0.0
0.0 0.0
98.0 96.6
1.000 1.000
1.000 1.000
15.5 14.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
847 848
0.0 0.0
21.7 42.3
-0.0 0.0
0.0 0.0
96.6 117.2
1.000 1.000
1.000 1.000
14.6 28.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
848
0.0
42.3
-0.0
0.0
117.2
1.000
1.000
28.4
0.0
0.0
UKOOA
371 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
849
0.0
12.1
0.0
0.0
Max Stress Intensity KPa 86.9
849 850
0.0 0.0
30.9 103.5
-0.0 0.0
57.7 193.4
850 836
0.0 0.0
103.5 51.1
-0.0 -0.0
836 851
0.0 0.0
19.9 33.8
851 852
0.0 0.0
852 853
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
8.1
0.0
0.0
UKOOA
105.8 182.9
2.564 2.564
2.938 2.938
20.7 69.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
193.4 95.5
182.9 127.3
2.564 2.564
2.938 2.938
69.3 34.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
96.2 110.1
1.000 1.000
1.000 1.000
13.4 22.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
33.8 26.1
0.0 -0.0
0.0 0.0
110.2 102.5
1.000 1.000
1.000 1.000
22.7 17.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
26.1 10.3
0.0 -0.0
0.0 0.0
102.6 86.8
1.000 1.000
1.000 1.000
17.5 6.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
853 854
0.0 0.0
10.3 1.1
0.0 -0.0
0.0 0.0
86.9 77.6
1.000 1.000
1.000 1.000
6.9 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
854 855
0.0 0.0
1.1 0.3
0.0 -0.0
0.0 0.0
78.3 77.5
1.000 1.000
1.000 1.000
0.7 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
855 840
0.0 0.0
0.3 0.3
0.0 -0.0
0.0 0.0
78.1 78.0
1.000 2.300
1.000 2.300
0.2 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
840 856
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
86.7 86.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
856 857
0.0 0.0
0.0 0.1
0.0 -0.0
0.0 0.0
86.5 86.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
372 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
857 139
0.0 0.0
0.1 0.1
0.0 -0.0
0.0 0.0
85.8 85.8
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
139 140
0.0 0.0
0.1 0.3
0.0 -0.0
0.0 0.0
85.8 86.0
1.000 1.000
1.000 1.000
0.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
840 900
0.0 0.0
0.1 0.1
0.0 -0.0
0.0 0.0
85.9 86.0
1.000 2.300
1.000 2.300
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
900 901
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
86.9 86.9
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
901 902
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
86.7 86.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
902 903
0.0 0.0
0.0 0.1
0.0 -0.0
0.0 0.0
86.5 86.6
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
903 904
0.0 0.0
0.1 0.4
0.0 -0.0
0.0 0.0
86.0 86.2
1.000 1.000
1.000 1.000
0.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
904 910
0.0 0.0
0.4 3.0
0.0 -0.0
0.0 0.0
84.6 87.3
1.000 2.300
1.000 2.300
0.2 2.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
910 911
0.0 0.0
15.1 1.1
0.0 -0.0
0.0 0.0
82.6 68.6
1.000 1.000
1.000 1.000
10.1 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
911 912
0.0 0.0
1.1 6.4
0.0 -0.0
0.0 0.0
68.2 73.5
1.000 1.000
1.000 1.000
0.7 4.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
373 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
912 913
0.0 0.0
6.4 38.8
0.0 -0.0
0.0 0.0
Max Stress Intensity KPa 73.1 105.5
913 914
0.0 0.0
38.8 63.7
0.0 -0.0
0.0 0.0
914 915
0.0 0.0
63.7 3.1
0.0 -0.0
915 916
0.0 0.0
6.6 115.4
916 920
0.0 0.0
920 921
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
4.3 26.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
105.3 130.2
1.000 1.000
1.000 1.000
26.0 42.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
130.1 69.4
1.000 1.000
1.000 1.000
42.7 2.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
12.6 221.0
72.8 190.7
2.129 2.129
2.440 2.440
4.4 77.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
115.4 49.1
0.0 -0.0
221.0 94.1
190.8 119.5
2.129 2.129
2.440 2.440
77.3 32.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
23.1 45.3
0.0 -0.0
0.0 0.0
93.7 116.0
1.000 1.000
1.000 1.000
15.4 30.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
921 922
0.0 0.0
45.3 34.2
0.0 -0.0
0.0 0.0
116.2 105.2
1.000 1.000
1.000 1.000
30.3 22.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
922 923
0.0 0.0
34.2 13.3
0.0 -0.0
0.0 0.0
105.4 84.5
1.000 1.000
1.000 1.000
22.9 8.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
923 924
0.0 0.0
13.3 1.6
0.0 -0.0
0.0 0.0
84.8 73.1
1.000 1.000
1.000 1.000
8.9 1.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
924 925
0.0 0.0
1.6 0.5
0.0 -0.0
0.0 0.0
74.7 73.7
1.000 1.000
1.000 1.000
1.0 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
925
0.0
0.5
0.0
0.0
76.5
1.000
1.000
0.4
0.0
0.0
UKOOA
374 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
926
0.0
0.8
-0.0
0.0
Max Stress Intensity KPa 76.8
926 930
0.0 0.0
0.8 6.4
0.0 -0.0
0.0 0.0
930 931
0.0 0.0
0.7 0.3
0.0 -0.0
931 932
0.0 0.0
0.3 0.1
932 933
0.0 0.0
933 934
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.6
0.0
0.0
UKOOA
78.8 84.4
1.000 2.300
1.000 2.300
0.6 4.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
85.0 84.6
1.000 1.000
1.000 1.000
0.5 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
81.8 81.6
1.000 1.000
1.000 1.000
0.2 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.1 0.3
0.0 -0.0
0.0 0.0
78.6 78.8
1.000 1.000
1.000 1.000
0.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.3 1.7
0.0 -0.0
0.0 0.0
75.7 77.1
1.000 1.000
1.000 1.000
0.2 1.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
934 935
0.0 0.0
1.7 14.1
0.0 -0.0
0.0 0.0
75.5 88.0
1.000 1.000
1.000 1.000
1.1 9.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
935 936
0.0 0.0
14.1 37.9
0.0 -0.0
0.0 0.0
87.7 111.4
1.000 1.000
1.000 1.000
9.5 25.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
936 937
0.0 0.0
37.9 52.8
0.0 -0.0
0.0 0.0
111.2 126.1
1.000 1.000
1.000 1.000
25.4 35.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
937 938
0.0 0.0
52.8 17.0
0.0 -0.0
0.0 0.0
125.8 90.0
1.000 1.000
1.000 1.000
35.4 11.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
938 939
0.0 0.0
36.1 121.5
0.0 0.0
69.2 232.8
109.0 200.7
2.129 2.129
2.440 2.440
24.2 81.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
375 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
939 940
0.0 0.0
121.5 9.6
-0.0 0.0
232.8 18.5
200.7 80.4
2.129 2.129
2.440 2.440
81.4 6.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
940 941
0.0 0.0
4.5 61.6
-0.0 0.0
0.0 0.0
75.5 132.6
1.000 1.000
1.000 1.000
3.0 41.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
941 942
0.0 0.0
61.6 41.1
-0.0 0.0
0.0 0.0
132.8 112.2
1.000 1.000
1.000 1.000
41.3 27.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
942 943
0.0 0.0
41.1 14.5
-0.0 0.0
0.0 0.0
112.5 85.9
1.000 1.000
1.000 1.000
27.5 9.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
943 944
0.0 0.0
14.5 1.0
-0.0 0.0
0.0 0.0
86.2 72.7
1.000 1.000
1.000 1.000
9.7 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
944 945
0.0 0.0
1.0 1.9
-0.0 0.0
0.0 0.0
73.8 74.7
1.000 1.000
1.000 1.000
0.7 1.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
945 950
0.0 0.0
1.9 20.1
-0.0 0.0
0.0 0.0
76.0 94.2
1.000 2.300
1.000 2.300
1.3 13.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
950 951
0.0 0.0
1.5 0.4
-0.0 0.0
0.0 0.0
86.4 85.2
1.000 1.000
1.000 1.000
1.0 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
951 960
0.0 0.0
0.4 0.3
-0.0 0.0
0.0 0.0
86.6 86.5
1.000 2.300
1.000 2.300
0.3 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
960 961
0.0 0.0
0.1 0.0
-0.0 0.0
0.0 0.0
86.9 86.9
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
376 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
961 962
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 87.1 87.1
962 963
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
963 964
0.0 0.0
0.0 0.0
-0.0 0.0
964 965
0.0 0.0
0.0 0.0
965 966
0.0 0.0
966 967
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
87.3 87.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
87.5 87.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
87.6 87.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.1
-0.0 0.0
0.0 0.0
87.6 87.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.1 0.1
-0.0 0.0
0.0 0.0
87.7 87.7
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
967 969
0.0 0.0
0.1 0.1
-0.0 0.0
0.0 0.0
87.8 87.7
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
969 970
0.0 0.0
0.1 0.0
-0.0 0.0
0.0 0.0
87.7 87.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
970 980
0.0 0.0
0.0 0.7
-0.0 0.0
0.0 0.0
87.7 88.3
1.000 1.000
1.000 1.000
0.0 0.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1000 1010
0.0 0.0
0.2 2.6
-0.0 0.0
0.0 0.0
92.8 95.2
1.000 1.000
1.000 1.000
0.1 1.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1010
0.0
2.6
-0.0
0.0
95.2
1.000
1.000
1.7
0.0
0.0
UKOOA
377 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1011
0.0
2.5
0.0
0.0
Max Stress Intensity KPa 95.1
1011 1012
0.0 0.0
2.5 12.1
-0.0 0.0
0.0 0.0
1012 1013
0.0 0.0
12.1 26.3
-0.0 0.0
1013 1014
0.0 0.0
26.3 24.0
1014 82
0.0 0.0
82 80
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
1.7
0.0
0.0
UKOOA
95.1 104.7
1.000 1.000
1.000 1.000
1.7 8.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
104.7 118.9
1.000 1.000
1.000 1.000
8.1 17.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
118.9 116.6
1.000 1.000
1.000 1.000
17.6 16.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
24.0 44.3
-0.0 0.0
0.0 0.0
116.6 136.9
1.000 1.000
1.000 1.000
16.1 29.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
44.3 112.7
-0.0 0.0
0.0 0.0
136.9 205.2
1.000 1.000
1.000 1.000
29.7 75.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
440 446
0.0 0.0
1.6 0.6
0.0 -0.0
0.0 0.0
82.6 81.6
1.000 1.000
1.000 1.000
1.1 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
446 447
0.0 0.0
0.6 0.3
0.0 -0.0
0.0 0.0
83.5 83.1
1.000 1.000
1.000 1.000
0.4 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
447 448
0.0 0.0
0.3 0.0
0.0 -0.0
0.0 0.0
83.6 83.4
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
448 449
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
83.5 83.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
449 451
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
83.5 83.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
378 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
451 1199
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
83.6 83.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1199 1200
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
83.6 83.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1200 1210
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
83.6 83.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1230 1240
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
83.6 83.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1240 1241
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
83.7 83.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1241 1242
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
83.7 83.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1242 1243
0.0 0.0
0.0 0.1
0.0 -0.0
0.0 0.0
83.7 83.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1243 1244
0.0 0.0
0.1 0.5
0.0 -0.0
0.0 0.0
83.8 84.3
1.000 1.000
1.000 1.000
0.0 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
1244 1250
0.0 0.0
0.5 9.3
0.0 -0.0
0.0 0.0
84.3 93.1
1.000 2.300
1.000 2.300
0.3 6.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
1250 1260
0.0 0.0
0.7 0.3
0.0 -0.0
0.0 0.0
86.1 85.7
1.000 2.300
1.000 2.300
0.5 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
379 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1260 1261
0.0 0.0
0.2 0.1
0.0 -0.0
0.0 0.0
Max Stress Intensity KPa 86.8 86.7
1261 1262
0.0 0.0
0.1 0.0
0.0 -0.0
0.0 0.0
1262 1263
0.0 0.0
0.0 0.1
0.0 -0.0
1263 1264
0.0 0.0
0.1 0.2
1264 1270
0.0 0.0
1270 1280
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
86.8 86.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
86.7 86.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
86.6 86.7
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.2 1.5
0.0 -0.0
0.0 0.0
86.2 87.4
1.000 2.300
1.000 2.300
0.1 1.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
1.6 0.8
0.0 -0.0
0.0 0.0
79.1 78.3
1.000 1.000
1.000 1.000
1.1 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1280 1281
0.0 0.0
0.8 1.7
0.0 -0.0
0.0 0.0
75.2 76.1
1.000 1.000
1.000 1.000
0.6 1.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1281 1282
0.0 0.0
1.7 14.3
0.0 -0.0
0.0 0.0
74.4 86.9
1.000 1.000
1.000 1.000
1.1 9.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1282 1283
0.0 0.0
14.3 39.2
0.0 -0.0
0.0 0.0
86.7 111.6
1.000 1.000
1.000 1.000
9.6 26.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
1283 1284
0.0 0.0
39.2 56.6
0.0 -0.0
0.0 0.0
111.4 128.7
1.000 1.000
1.000 1.000
26.3 37.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
1284
0.0
56.6
0.0
0.0
128.5
1.000
1.000
37.9
0.0
0.0
UKOOA
380 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1285
0.0
11.4
-0.0
0.0
Max Stress Intensity KPa 83.3
1285 1286
0.0 0.0
24.2 121.1
0.0 -0.0
46.3 232.0
1286 1290
0.0 0.0
121.1 21.4
0.0 -0.0
1290 1291
0.0 0.0
10.0 57.5
1291 1292
0.0 0.0
1292 1293
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
7.6
0.0
0.0
UKOOA
95.9 200.1
2.129 2.129
2.440 2.440
16.2 81.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
232.0 41.0
200.1 92.9
2.129 2.129
2.440 2.440
81.2 14.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
81.7 129.2
1.000 1.000
1.000 1.000
6.7 38.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
57.5 39.5
0.0 -0.0
0.0 0.0
129.4 111.4
1.000 1.000
1.000 1.000
38.5 26.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
39.5 14.0
0.0 -0.0
0.0 0.0
111.6 86.2
1.000 1.000
1.000 1.000
26.5 9.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1293 1294
0.0 0.0
14.0 2.4
0.0 -0.0
0.0 0.0
86.4 74.9
1.000 1.000
1.000 1.000
9.4 1.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1294 1295
0.0 0.0
2.4 1.0
0.0 -0.0
0.0 0.0
75.8 74.4
1.000 1.000
1.000 1.000
1.6 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1295 1300
0.0 0.0
1.0 1.7
0.0 -0.0
0.0 0.0
75.7 76.4
1.000 1.000
1.000 1.000
0.7 1.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1300 1310
0.0 0.0
1.7 10.1
0.0 -0.0
0.0 0.0
78.1 86.5
1.000 2.300
1.000 2.300
1.1 6.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1310 1311
0.0 0.0
0.9 0.3
0.0 -0.0
0.0 0.0
86.5 85.9
1.000 1.000
1.000 1.000
0.6 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
381 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1311 1313
0.0 0.0
0.3 0.1
0.0 -0.0
0.0 0.0
86.5 86.3
1.000 1.000
1.000 1.000
0.2 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1313 1315
0.0 0.0
0.1 0.0
0.0 -0.0
0.0 0.0
86.0 86.0
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1315 1317
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
85.5 85.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1317 1321
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
85.1 85.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1321 1322
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
84.8 84.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1322 1323
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
84.8 84.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1323 1324
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
84.7 84.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1324 1325
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
84.7 84.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1325 1312
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
84.7 84.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1312 1314
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
84.7 84.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
382 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1318 1319
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
Max Stress Intensity KPa 84.7 84.7
1319 1326
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
1326 1327
0.0 0.0
0.0 0.1
0.0 -0.0
1327 1328
0.0 0.0
0.1 0.2
1328 1329
0.0 0.0
1329 1320
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
84.6 84.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
84.6 84.6
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
84.6 84.6
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.2 0.9
0.0 -0.0
0.0 0.0
84.5 85.2
1.000 1.000
1.000 1.000
0.1 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.9 4.2
0.0 -0.0
0.0 0.0
84.9 88.2
1.000 1.000
1.000 1.000
0.6 2.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1320 1331
0.0 0.0
4.2 4.6
0.0 -0.0
0.0 0.0
87.7 88.0
1.000 1.000
1.000 1.000
2.8 3.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1331 1330
0.0 0.0
4.6 30.8
0.0 -0.0
0.0 0.0
88.0 114.2
1.000 2.300
1.000 2.300
3.1 20.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1330 1332
0.0 0.0
17.2 6.1
-0.0 0.0
0.0 0.0
78.9 67.8
1.000 1.000
1.000 1.000
11.5 4.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1332 1333
0.0 0.0
6.1 0.7
-0.0 0.0
0.0 0.0
67.2 61.8
1.000 1.000
1.000 1.000
4.1 0.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1333
0.0
0.7
-0.0
0.0
61.1
1.000
1.000
0.5
0.0
0.0
UKOOA
383 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1334
0.0
11.9
0.0
0.0
Max Stress Intensity KPa 72.2
1334 1335
0.0 0.0
11.9 31.2
-0.0 0.0
0.0 0.0
1335 1336
0.0 0.0
31.2 43.9
-0.0 0.0
1336 1337
0.0 0.0
43.9 13.1
1337 1338
0.0 0.0
1338 1340
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
7.9
0.0
0.0
UKOOA
72.0 91.3
1.000 1.000
1.000 1.000
7.9 20.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
91.2 103.8
1.000 1.000
1.000 1.000
20.9 29.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
103.6 72.8
1.000 1.000
1.000 1.000
29.4 8.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
27.8 100.4
-0.0 0.0
53.3 192.4
87.4 165.5
2.129 2.129
2.440 2.440
18.6 67.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
100.4 9.6
-0.0 0.0
192.4 18.3
165.4 67.7
2.129 2.129
2.440 2.440
67.3 6.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1340 1341
0.0 0.0
4.5 49.9
-0.0 0.0
0.0 0.0
62.8 108.3
1.000 1.000
1.000 1.000
3.0 33.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1341 1351
0.0 0.0
49.9 33.1
-0.0 0.0
0.0 0.0
108.4 91.6
1.000 1.000
1.000 1.000
33.5 22.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
1351 1352
0.0 0.0
33.1 11.2
-0.0 0.0
0.0 0.0
91.8 69.8
1.000 1.000
1.000 1.000
22.2 7.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1352 1353
0.0 0.0
11.2 0.7
-0.0 0.0
0.0 0.0
70.0 59.4
1.000 1.000
1.000 1.000
7.5 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1353 1354
0.0 0.0
0.7 1.9
-0.0 0.0
0.0 0.0
59.6 60.8
1.000 1.000
1.000 1.000
0.4 1.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
384 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1354 1355
0.0 0.0
1.9 1.0
-0.0 0.0
0.0 0.0
60.9 60.1
1.000 1.000
1.000 1.000
1.2 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1355 1356
0.0 0.0
1.0 0.7
-0.0 0.0
0.0 0.0
60.2 59.9
1.000 1.000
1.000 1.000
0.7 0.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1356 1342
0.0 0.0
0.7 0.4
-0.0 0.0
0.0 0.0
59.9 59.6
1.000 1.000
1.000 1.000
0.5 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
1342 1343
0.0 0.0
0.4 0.0
-0.0 0.0
0.0 0.0
59.6 59.2
1.000 1.000
1.000 1.000
0.3 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1345 1346
0.0 0.0
0.3 0.7
-0.0 0.0
0.0 0.0
59.4 59.9
1.000 1.000
1.000 1.000
0.2 0.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1346 1357
0.0 0.0
0.7 0.1
-0.0 0.0
0.0 0.0
59.9 59.3
1.000 1.000
1.000 1.000
0.5 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1357 1358
0.0 0.0
0.1 2.1
-0.0 0.0
0.0 0.0
59.3 61.3
1.000 1.000
1.000 1.000
0.0 1.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1358 1347
0.0 0.0
2.1 18.9
-0.0 0.0
0.0 0.0
61.3 78.1
1.000 2.300
1.000 2.300
1.4 12.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1347 1348
0.0 0.0
5.5 1.6
-0.0 0.0
0.0 0.0
59.5 55.6
1.000 1.000
1.000 1.000
3.7 1.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1348 1349
0.0 0.0
1.6 7.7
-0.0 0.0
0.0 0.0
55.4 61.5
1.000 1.000
1.000 1.000
1.0 5.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
385 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1349 1359
0.0 0.0
7.7 30.7
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 61.3 84.3
1359 1361
0.0 0.0
30.7 48.4
-0.0 0.0
0.0 0.0
1361 1362
0.0 0.0
48.4 1.0
-0.0 0.0
1362 1363
0.0 0.0
2.0 92.8
1363 1350
0.0 0.0
1350 1364
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
5.1 20.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
84.2 101.9
1.000 1.000
1.000 1.000
20.6 32.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
101.8 54.3
1.000 1.000
1.000 1.000
32.4 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
3.9 177.8
55.3 152.9
2.129 2.129
2.440 2.440
1.4 62.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
92.8 31.7
-0.0 0.0
177.8 60.8
152.9 87.2
2.129 2.129
2.440 2.440
62.2 21.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
14.9 38.4
-0.0 0.0
0.0 0.0
70.6 94.1
1.000 1.000
1.000 1.000
10.0 25.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1364 1365
0.0 0.0
38.4 27.0
-0.0 0.0
0.0 0.0
94.3 82.9
1.000 1.000
1.000 1.000
25.7 18.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1365 1366
0.0 0.0
27.0 7.6
-0.0 0.0
0.0 0.0
83.0 63.7
1.000 1.000
1.000 1.000
18.1 5.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1366 1367
0.0 0.0
7.6 4.6
-0.0 0.0
0.0 0.0
63.9 60.9
1.000 1.000
1.000 1.000
5.1 3.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1367 1360
0.0 0.0
4.6 84.8
-0.0 0.0
0.0 0.0
61.2 141.4
1.000 2.300
1.000 2.300
3.1 56.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1360
0.0
4.8
0.0
0.0
81.3
1.000
1.000
3.2
0.0
0.0
UKOOA
386 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1370
0.0
1.7
-0.0
0.0
Max Stress Intensity KPa 78.3
1370 1371
0.0 0.0
1.7 0.6
0.0 -0.0
0.0 0.0
1371 1372
0.0 0.0
0.6 1.3
0.0 -0.0
1372 1373
0.0 0.0
1.3 10.6
1373 1374
0.0 0.0
1374 1379
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
1.2
0.0
0.0
UKOOA
78.6 77.4
1.000 1.000
1.000 1.000
1.2 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
77.2 77.9
1.000 1.000
1.000 1.000
0.4 0.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
77.5 86.8
1.000 1.000
1.000 1.000
0.9 7.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
10.6 27.5
0.0 -0.0
0.0 0.0
86.7 103.7
1.000 1.000
1.000 1.000
7.1 18.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
27.5 36.7
0.0 -0.0
0.0 0.0
103.6 112.8
1.000 1.000
1.000 1.000
18.4 24.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1379 1381
0.0 0.0
36.7 17.6
0.0 -0.0
0.0 0.0
112.7 93.6
1.000 1.000
1.000 1.000
24.6 11.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1381 1382
0.0 0.0
45.2 103.8
0.0 0.0
84.5 193.9
121.1 183.3
2.564 2.564
2.938 2.938
30.3 69.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1382 1375
0.0 0.0
103.8 36.9
-0.0 0.0
193.9 69.0
183.3 112.3
2.564 2.564
2.938 2.938
69.5 24.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1375 1377
0.0 0.0
14.4 40.4
-0.0 0.0
0.0 0.0
89.8 115.8
1.000 1.000
1.000 1.000
9.7 27.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1377 1378
0.0 0.0
40.4 22.8
-0.0 0.0
0.0 0.0
115.8 98.3
1.000 1.000
1.000 1.000
27.0 15.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
387 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1378 1383
0.0 0.0
22.8 27.7
-0.0 0.0
0.0 0.0
98.3 103.2
1.000 1.000
1.000 1.000
15.3 18.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1383 1384
0.0 0.0
27.7 48.9
-0.0 0.0
0.0 0.0
103.2 124.5
1.000 1.000
1.000 1.000
18.5 32.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1384 1385
0.0 0.0
48.9 8.1
-0.0 0.0
0.0 0.0
124.5 83.7
1.000 1.000
1.000 1.000
32.8 5.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1385 1386
0.0 0.0
20.6 105.9
-0.0 0.0
38.6 197.9
96.3 186.8
2.564 2.564
2.938 2.938
13.8 70.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
1386 1376
0.0 0.0
105.9 63.6
-0.0 0.0
197.9 118.9
186.9 142.0
2.564 2.564
2.938 2.938
70.9 42.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1376 1387
0.0 0.0
24.8 29.2
-0.0 0.0
0.0 0.0
103.3 107.6
1.000 1.000
1.000 1.000
16.6 19.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1387 1388
0.0 0.0
29.2 24.1
-0.0 0.0
0.0 0.0
107.8 102.7
1.000 1.000
1.000 1.000
19.5 16.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1388 1389
0.0 0.0
24.1 9.9
-0.0 0.0
0.0 0.0
102.8 88.7
1.000 1.000
1.000 1.000
16.1 6.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1389 1391
0.0 0.0
9.9 1.0
-0.0 0.0
0.0 0.0
88.9 79.9
1.000 1.000
1.000 1.000
6.6 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1391 1392
0.0 0.0
1.0 0.2
-0.0 0.0
0.0 0.0
80.9 80.1
1.000 1.000
1.000 1.000
0.6 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
388 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1392 1393
0.0 0.0
0.2 0.0
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 82.0 81.9
1393 1394
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
1394 1395
0.0 0.0
0.0 0.0
-0.0 0.0
1395 1396
0.0 0.0
0.0 0.2
1396 1397
0.0 0.0
1397 1380
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
83.8 83.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
85.6 85.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
86.1 86.2
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.2 0.8
-0.0 0.0
0.0 0.0
85.6 86.2
1.000 1.000
1.000 1.000
0.1 0.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.8 6.6
-0.0 0.0
0.0 0.0
84.4 90.2
1.000 2.300
1.000 2.300
0.5 4.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1380 1398
0.0 0.0
12.6 5.2
-0.0 0.0
0.0 0.0
81.2 73.8
1.000 1.000
1.000 1.000
8.4 3.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1398 1399
0.0 0.0
5.2 0.7
-0.0 0.0
0.0 0.0
72.6 68.1
1.000 1.000
1.000 1.000
3.5 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1399 1401
0.0 0.0
0.7 0.2
-0.0 0.0
0.0 0.0
67.9 67.4
1.000 1.000
1.000 1.000
0.4 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1401 1402
0.0 0.0
0.2 0.2
-0.0 0.0
0.0 0.0
67.2 67.2
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1402
0.0
0.2
-0.0
0.0
67.0
1.000
1.000
0.1
0.0
0.0
UKOOA
389 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1403
0.0
0.2
0.0
0.0
Max Stress Intensity KPa 66.9
1403 1390
0.0 0.0
0.2 0.2
-0.0 0.0
0.0 0.0
1390 1400
0.0 0.0
0.1 0.1
-0.0 0.0
1420 1430
0.0 0.0
0.1 0.1
1430 1431
0.0 0.0
1431 1432
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.1
0.0
0.0
UKOOA
66.9 67.0
1.000 2.300
1.000 2.300
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
66.8 66.8
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
66.8 66.8
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.1 12.7
-0.0 0.0
0.0 0.0
66.6 79.3
1.000 1.000
1.000 1.000
0.1 8.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
12.7 32.7
-0.0 0.0
0.0 0.0
78.8 98.8
1.000 1.000
1.000 1.000
8.5 21.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
1432 1433
0.0 0.0
32.7 40.0
-0.0 0.0
0.0 0.0
98.3 105.7
1.000 1.000
1.000 1.000
21.9 26.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1433 1434
0.0 0.0
85.2 104.5
-0.0 0.0
163.3 200.3
150.6 171.4
2.129 2.129
2.440 2.440
57.1 70.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1434 1440
0.0 0.0
104.5 47.2
-0.0 0.0
200.3 90.5
171.3 102.5
2.129 2.129
2.440 2.440
70.0 31.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1440 1441
0.0 0.0
22.2 70.6
-0.0 0.0
0.0 0.0
77.5 125.9
1.000 1.000
1.000 1.000
14.9 47.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
1441 1442
0.0 0.0
70.6 41.1
-0.0 0.0
0.0 0.0
126.0 96.5
1.000 1.000
1.000 1.000
47.3 27.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
390 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1442 1443
0.0 0.0
41.1 11.7
-0.0 0.0
0.0 0.0
96.5 67.2
1.000 1.000
1.000 1.000
27.5 7.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
1443 1444
0.0 0.0
11.7 3.0
-0.0 0.0
0.0 0.0
67.2 58.5
1.000 1.000
1.000 1.000
7.9 2.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1444 1445
0.0 0.0
3.0 3.1
-0.0 0.0
0.0 0.0
58.5 58.7
1.000 1.000
1.000 1.000
2.0 2.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1445 1446
0.0 0.0
3.1 10.2
-0.0 0.0
0.0 0.0
58.6 65.7
1.000 1.000
1.000 1.000
2.1 6.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1446 1447
0.0 0.0
10.2 39.4
-0.0 0.0
0.0 0.0
65.6 94.8
1.000 1.000
1.000 1.000
6.8 26.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1447 1448
0.0 0.0
39.4 72.6
-0.0 0.0
0.0 0.0
94.8 128.0
1.000 1.000
1.000 1.000
26.4 48.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1448 1449
0.0 0.0
72.6 37.2
-0.0 0.0
0.0 0.0
127.9 92.5
1.000 1.000
1.000 1.000
48.7 24.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
1449 1451
0.0 0.0
95.4 51.7
-0.0 0.0
178.2 96.7
150.6 116.2
2.564 2.564
2.938 2.938
63.9 34.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1451 1450
0.0 0.0
51.7 40.5
-0.0 0.0
96.7 75.6
116.3 104.3
2.564 2.564
2.938 2.938
34.7 27.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1450 1452
0.0 0.0
15.8 35.1
-0.0 0.0
0.0 0.0
79.9 99.2
1.000 1.000
1.000 1.000
10.6 23.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
391 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1452 1453
0.0 0.0
35.1 26.1
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 99.5 90.5
1453 1454
0.0 0.0
26.1 10.0
-0.0 0.0
0.0 0.0
1454 1455
0.0 0.0
10.0 1.2
-0.0 0.0
1455 1456
0.0 0.0
1.2 0.3
1456 1457
0.0 0.0
1457 538
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
23.5 17.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
90.9 74.8
1.000 1.000
1.000 1.000
17.5 6.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
75.2 66.3
1.000 1.000
1.000 1.000
6.7 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
68.3 67.4
1.000 1.000
1.000 1.000
0.8 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.3 0.3
-0.0 0.0
0.0 0.0
70.4 70.4
1.000 1.000
1.000 1.000
0.2 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.3 0.0
-0.0 0.0
0.0 0.0
72.1 71.8
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
538 490
0.0 0.0
0.0 0.3
-0.0 0.0
0.0 0.0
71.8 72.1
1.000 1.000
1.000 1.000
0.0 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
145 166
0.0 0.0
1.4 10.8
-0.0 0.0
0.0 0.0
8.4 17.8
1.000 1.000
1.000 1.000
0.9 7.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
166 167
0.0 0.0
10.8 21.3
-0.0 0.0
0.0 0.0
17.8 28.3
1.000 1.000
1.000 1.000
7.2 14.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
167 168
0.0 0.0
45.4 12.1
-0.0 -0.0
86.9 23.1
52.3 16.5
2.129 2.129
2.440 2.440
30.4 8.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
168
0.0
12.1
0.0
23.1
16.4
2.129
2.440
8.1
0.0
0.0
UKOOA
392 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
2145
0.0
42.6
0.0
81.6
Max Stress Intensity KPa 42.8
2145 2154
0.0 0.0
20.0 12.4
-0.0 0.0
0.0 0.0
2154 2155
0.0 0.0
12.4 0.0
-0.0 0.0
210 214
0.0 0.0
34.7 10.5
214 215
0.0 0.0
215 216
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129
2.440
28.5
0.0
0.0
UKOOA
20.1 12.5
1.000 1.000
1.000 1.000
13.4 8.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
12.5 0.1
1.000 1.000
1.000 1.000
8.3 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
58.7 34.5
1.000 1.000
1.000 1.000
23.3 7.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
10.5 13.9
-0.0 0.0
0.0 0.0
34.5 38.0
1.000 1.000
1.000 1.000
7.0 9.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
13.9 7.1
0.0 -0.0
0.0 0.0
38.0 31.1
1.000 1.000
1.000 1.000
9.3 4.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
216 217
0.0 0.0
7.1 0.4
0.0 0.0
0.0 0.0
31.1 24.4
1.000 1.000
1.000 1.000
4.7 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
217 218
0.0 0.0
0.4 0.1
0.0 0.0
0.0 0.0
24.0 23.7
1.000 1.000
1.000 1.000
0.3 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
218 221
0.0 0.0
0.1 0.0
0.0 0.0
0.0 0.0
19.5 19.4
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
221 222
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
11.0 11.0
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
222 223
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
4.3 4.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
393 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
223 224
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
2.9 2.9
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
224 225
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
1.8 1.8
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
225 2209
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.6 0.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
2209 2210
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
0.6 0.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
270 301
0.0 0.0
5.3 7.9
0.0 0.0
0.0 0.0
5.4 8.0
1.000 1.000
1.000 1.000
3.5 5.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
301 302
0.0 0.0
7.9 4.2
0.0 0.0
0.0 0.0
8.0 4.4
1.000 1.000
1.000 1.000
5.3 2.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
302 3269
0.0 0.0
4.2 2.1
0.0 -0.0
0.0 0.0
4.3 2.2
1.000 1.000
1.000 1.000
2.8 1.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
3269 3270
0.0 0.0
2.1 0.0
-0.0 0.0
0.0 0.0
2.2 0.1
1.000 1.000
1.000 1.000
1.4 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
350 419
0.0 0.0
0.4 8.5
-0.0 0.0
0.0 0.0
7.4 15.4
1.000 1.000
1.000 1.000
0.3 5.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
419 421
0.0 0.0
8.5 20.8
-0.0 0.0
0.0 0.0
15.4 27.7
1.000 1.000
1.000 1.000
5.7 13.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
394 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
421 422
0.0 0.0
44.3 11.7
-0.0 -0.0
84.9 22.4
Max Stress Intensity KPa 51.2 16.1
422 3350
0.0 0.0
11.7 42.9
0.0 -0.0
22.4 82.1
3350 3359
0.0 0.0
20.1 12.5
0.0 -0.0
3359 3360
0.0 0.0
12.5 0.0
370 423
0.0 0.0
423 424
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129 2.129
2.440 2.440
29.7 7.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
16.0 43.1
2.129 2.129
2.440 2.440
7.8 28.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
20.3 12.6
1.000 1.000
1.000 1.000
13.5 8.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
12.6 0.1
1.000 1.000
1.000 1.000
8.4 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.3 9.2
0.0 -0.0
0.0 0.0
7.3 16.2
1.000 1.000
1.000 1.000
0.2 6.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
9.2 21.2
0.0 -0.0
0.0 0.0
16.1 28.2
1.000 1.000
1.000 1.000
6.1 14.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
424 425
0.0 0.0
45.1 12.0
0.0 0.0
86.4 22.9
52.0 16.4
2.129 2.129
2.440 2.440
30.2 8.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
425 4370
0.0 0.0
12.0 42.8
-0.0 -0.0
22.9 82.0
16.3 43.0
2.129 2.129
2.440 2.440
8.0 28.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
4370 4379
0.0 0.0
20.1 12.5
0.0 0.0
0.0 0.0
20.2 12.6
1.000 1.000
1.000 1.000
13.5 8.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
4379 4380
0.0 0.0
12.5 0.0
-0.0 0.0
0.0 0.0
12.6 0.1
1.000 1.000
1.000 1.000
8.4 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
580
0.0
0.4
-0.0
0.0
1.1
1.000
1.000
0.2
0.0
0.0
UKOOA
395 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
581
0.0
0.6
0.0
0.0
Max Stress Intensity KPa 1.4
581 582
0.0 0.0
0.6 0.5
0.0 0.0
0.0 0.0
582 583
0.0 0.0
0.5 0.2
0.0 0.0
583 584
0.0 0.0
0.2 0.1
584 585
0.0 0.0
585 586
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.4
0.0
0.0
UKOOA
1.3 1.2
1.000 1.000
1.000 1.000
0.4 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
1.1 0.8
1.000 1.000
1.000 1.000
0.3 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
0.7 0.7
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.1 0.0
0.0 0.0
0.0 0.0
0.6 0.5
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
0.3 0.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
586 4579
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
4579 4580
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
590 597
0.0 0.0
0.8 8.9
0.0 -0.0
0.0 0.0
7.7 15.8
1.000 1.000
1.000 1.000
0.5 6.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
597 598
0.0 0.0
8.9 20.8
0.0 -0.0
0.0 0.0
15.8 27.7
1.000 1.000
1.000 1.000
6.0 13.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
598 601
0.0 0.0
44.3 11.7
0.0 0.0
84.9 22.5
51.1 16.1
2.129 2.129
2.440 2.440
29.7 7.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
396 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
601 5590
0.0 0.0
11.7 42.5
-0.0 -0.0
22.5 81.3
16.0 42.7
2.129 2.129
2.440 2.440
7.9 28.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
5590 5599
0.0 0.0
19.9 12.4
0.0 0.0
0.0 0.0
20.1 12.5
1.000 1.000
1.000 1.000
13.4 8.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
5599 5600
0.0 0.0
12.4 0.0
-0.0 0.0
0.0 0.0
12.5 0.1
1.000 1.000
1.000 1.000
8.3 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
900 905
0.0 0.0
0.1 21.2
0.0 -0.0
0.0 0.0
6.8 28.0
1.000 1.000
1.000 1.000
0.0 14.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
905 906
0.0 0.0
45.2 11.6
0.0 0.0
86.7 22.2
51.9 15.8
2.129 2.129
2.440 2.440
30.3 7.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
906 6900
0.0 0.0
11.6 40.1
-0.0 0.0
22.2 76.7
15.7 40.3
2.129 2.129
2.440 2.440
7.8 26.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
6900 6909
0.0 0.0
18.8 11.7
0.0 0.0
0.0 0.0
18.9 11.8
1.000 1.000
1.000 1.000
12.6 7.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
6909 6910
0.0 0.0
11.7 0.0
0.0 0.0
0.0 0.0
11.8 0.1
1.000 1.000
1.000 1.000
7.8 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
910 917
0.0 0.0
16.4 9.5
0.0 -0.0
0.0 0.0
21.7 14.7
1.000 1.000
1.000 1.000
11.0 6.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
917 918
0.0 0.0
20.2 4.2
0.0 0.0
38.7 8.0
25.4 7.5
2.129 2.129
2.440 2.440
13.5 2.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
397 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
918 7910
0.0 0.0
4.2 44.4
-0.0 0.0
8.0 85.1
Max Stress Intensity KPa 7.4 44.7
7910 7919
0.0 0.0
20.9 13.0
0.0 0.0
0.0 0.0
7919 7920
0.0 0.0
13.0 0.0
0.0 -0.0
930 946
0.0 0.0
3.5 8.6
946 947
0.0 0.0
947 948
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129 2.129
2.440 2.440
2.8 29.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
21.0 13.1
1.000 1.000
1.000 1.000
14.0 8.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
13.1 0.1
1.000 1.000
1.000 1.000
8.7 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
4.2 9.4
1.000 1.000
1.000 1.000
2.3 5.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
8.6 6.3
0.0 0.0
0.0 0.0
9.3 7.0
1.000 1.000
1.000 1.000
5.8 4.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
6.3 2.4
0.0 0.0
0.0 0.0
6.9 3.0
1.000 1.000
1.000 1.000
4.2 1.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
948 949
0.0 0.0
2.4 1.2
0.0 0.0
0.0 0.0
2.9 1.8
1.000 1.000
1.000 1.000
1.6 0.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
949 952
0.0 0.0
1.2 0.1
0.0 0.0
0.0 0.0
1.7 0.5
1.000 1.000
1.000 1.000
0.8 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
952 953
0.0 0.0
0.1 0.2
0.0 0.0
0.0 0.0
0.4 0.5
1.000 1.000
1.000 1.000
0.0 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
953 8929
0.0 0.0
0.2 0.1
-0.0 0.0
0.0 0.0
0.3 0.2
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
8929
0.0
0.1
0.0
0.0
0.2
1.000
1.000
0.1
0.0
0.0
UKOOA
398 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
8930
0.0
0.0
-0.0
0.0
Max Stress Intensity KPa 0.1
950 954
0.0 0.0
10.3 4.1
-0.0 0.0
0.0 0.0
954 955
0.0 0.0
4.1 13.6
-0.0 0.0
955 956
0.0 0.0
28.9 5.3
956 9950
0.0 0.0
9950 9959
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.0
0.0
0.0
UKOOA
16.3 10.1
1.000 1.000
1.000 1.000
6.9 2.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
10.0 19.5
1.000 1.000
1.000 1.000
2.8 9.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 -0.0
55.4 10.1
34.8 9.4
2.129 2.129
2.440 2.440
19.4 3.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
5.3 44.8
0.0 -0.0
10.1 85.8
9.3 45.0
2.129 2.129
2.440 2.440
3.5 30.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
21.0 13.1
-0.0 0.0
0.0 0.0
21.2 13.2
1.000 1.000
1.000 1.000
14.1 8.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
9959 9960
0.0 0.0
13.1 0.0
0.0 -0.0
0.0 0.0
13.2 0.1
1.000 1.000
1.000 1.000
8.8 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
960 968
0.0 0.0
0.1 0.9
0.0 -0.0
0.0 0.0
0.8 1.6
1.000 1.000
1.000 1.000
0.0 0.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
968 971
0.0 0.0
0.9 0.6
-0.0 0.0
0.0 0.0
1.6 1.3
1.000 1.000
1.000 1.000
0.6 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
971 972
0.0 0.0
0.6 0.2
0.0 -0.0
0.0 0.0
1.2 0.8
1.000 1.000
1.000 1.000
0.4 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
972 973
0.0 0.0
0.2 0.1
0.0 -0.0
0.0 0.0
0.7 0.6
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
399 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
973 974
0.0 0.0
0.1 0.0
0.0 0.0
0.0 0.0
0.6 0.5
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
974 975
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.3 0.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
975 10959
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
10959 10960
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
0.1 0.1
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1250 1251
0.0 0.0
4.8 7.0
-0.0 0.0
0.0 0.0
11.4 13.7
1.000 1.000
1.000 1.000
3.2 4.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1251 1252
0.0 0.0
7.0 19.1
-0.0 0.0
0.0 0.0
13.6 25.7
1.000 1.000
1.000 1.000
4.7 12.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1252 1253
0.0 0.0
40.7 10.2
-0.0 0.0
77.9 19.6
47.2 14.5
2.129 2.129
2.440 2.440
27.2 6.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
1253 11250
0.0 0.0
10.2 42.1
-0.0 0.0
19.6 80.7
14.4 42.4
2.129 2.129
2.440 2.440
6.9 28.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
11250 11259
0.0 0.0
19.8 12.3
-0.0 0.0
0.0 0.0
19.9 12.4
1.000 1.000
1.000 1.000
13.3 8.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
11259 11260
0.0 0.0
12.3 0.0
0.0 0.0
0.0 0.0
12.4 0.1
1.000 1.000
1.000 1.000
8.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
400 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1260 1265
0.0 0.0
0.3 1.9
0.0 0.0
0.0 0.0
Max Stress Intensity KPa 1.9 3.5
1265 1266
0.0 0.0
1.9 1.3
0.0 0.0
0.0 0.0
1266 1267
0.0 0.0
1.3 0.4
-0.0 0.0
1267 1268
0.0 0.0
0.4 0.1
1268 1269
0.0 0.0
1269 1271
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.2 1.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
3.4 2.8
1.000 1.000
1.000 1.000
1.3 0.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
2.7 1.9
1.000 1.000
1.000 1.000
0.9 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
1.7 1.4
1.000 1.000
1.000 1.000
0.3 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.1 0.0
0.0 0.0
0.0 0.0
1.1 1.1
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.8 0.7
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1271 1272
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.5 0.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1272 12259
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.2 0.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
12259 12260
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.2 0.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1270 1273
0.0 0.0
2.3 25.8
-0.0 0.0
0.0 0.0
9.7 33.2
1.000 1.000
1.000 1.000
1.5 17.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
1273
0.0
55.0
-0.0
105.4
62.3
2.129
2.440
36.9
0.0
0.0
UKOOA
401 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1274
0.0
17.3
0.0
33.2
Max Stress Intensity KPa 21.8
1274 13270
0.0 0.0
17.3 38.3
-0.0 0.0
33.2 73.4
13270 13279
0.0 0.0
18.0 11.2
0.0 0.0
13279 13280
0.0 0.0
11.2 0.0
1310 1339
0.0 0.0
1339 1368
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
2.129
2.440
11.6
0.0
0.0
UKOOA
21.7 38.5
2.129 2.129
2.440 2.440
11.6 25.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
18.1 11.3
1.000 1.000
1.000 1.000
12.0 7.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 -0.0
0.0 0.0
11.3 0.1
1.000 1.000
1.000 1.000
7.5 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
5.3 12.4
0.0 0.0
0.0 0.0
11.7 18.8
1.000 1.000
1.000 1.000
3.6 8.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
12.4 9.2
0.0 0.0
0.0 0.0
18.8 15.5
1.000 1.000
1.000 1.000
8.3 6.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1368 1369
0.0 0.0
9.2 3.5
0.0 0.0
0.0 0.0
15.5 9.8
1.000 1.000
1.000 1.000
6.1 2.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
1369 1404
0.0 0.0
3.5 0.5
0.0 0.0
0.0 0.0
9.7 6.6
1.000 1.000
1.000 1.000
2.3 0.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
1404 1405
0.0 0.0
0.5 0.2
0.0 0.0
0.0 0.0
5.7 5.4
1.000 1.000
1.000 1.000
0.3 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1405 1406
0.0 0.0
0.2 0.0
0.0 -0.0
0.0 0.0
2.4 2.3
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1406 1407
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
1.6 1.6
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
402 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1407 1408
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
1.0 1.0
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1408 14309
0.0 0.0
0.0 0.0
-0.0 0.0
0.0 0.0
0.3 0.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
14309 14310
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
0.3 0.3
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1330 1409
0.0 0.0
30.5 18.9
-0.0 0.0
0.0 0.0
85.5 73.8
1.000 1.000
1.000 1.000
20.5 12.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1409 1411
0.0 0.0
18.9 18.5
-0.0 0.0
0.0 0.0
73.8 73.5
1.000 1.000
1.000 1.000
12.6 12.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1411 1412
0.0 0.0
18.5 8.4
-0.0 0.0
0.0 0.0
73.4 63.3
1.000 1.000
1.000 1.000
12.4 5.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
1412 1413
0.0 0.0
8.4 0.6
-0.0 0.0
0.0 0.0
63.2 55.5
1.000 1.000
1.000 1.000
5.6 0.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
1413 1414
0.0 0.0
0.6 0.1
-0.0 0.0
0.0 0.0
55.0 54.5
1.000 1.000
1.000 1.000
0.4 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1414 1415
0.0 0.0
0.1 0.4
-0.0 0.0
0.0 0.0
52.2 52.4
1.000 1.000
1.000 1.000
0.1 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
1415 1416
0.0 0.0
0.4 1.4
-0.0 0.0
0.0 0.0
48.6 49.7
1.000 1.000
1.000 1.000
0.2 0.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
403 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
1416 1417
0.0 0.0
1.4 2.1
-0.0 0.0
0.0 0.0
Max Stress Intensity KPa 46.2 46.9
1417 1418
0.0 0.0
2.1 14.0
-0.0 0.0
0.0 0.0
1418 1419
0.0 0.0
14.0 53.6
-0.0 0.0
1419 1421
0.0 0.0
53.6 103.2
1421 1422
0.0 0.0
1422 15320
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.9 1.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
46.2 58.1
1.000 1.000
1.000 1.000
1.4 9.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
57.5 97.2
1.000 1.000
1.000 1.000
9.3 35.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
0.0 0.0
96.6 146.1
1.000 1.000
1.000 1.000
35.9 69.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
264.6 24.1
-0.0 0.0
494.4 45.0
307.0 51.5
2.564 2.564
2.938 2.938
177.3 16.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
24.1 289.6
-0.0 -0.0
45.0 541.1
51.0 296.9
2.564 2.564
2.938 2.938
16.1 194.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
15320 15321
0.0 0.0
112.9 100.0
0.0 0.0
0.0 0.0
119.9 106.9
1.000 1.000
1.000 1.000
75.7 67.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
15321 15322
0.0 0.0
100.0 41.8
0.0 -0.0
0.0 0.0
106.4 48.3
1.000 1.000
1.000 1.000
67.0 28.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
15322 15323
0.0 0.0
41.8 5.8
0.0 0.0
0.0 0.0
47.7 11.7
1.000 1.000
1.000 1.000
28.0 3.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
15323 15324
0.0 0.0
5.8 5.1
0.0 -0.0
0.0 0.0
11.0 10.3
1.000 1.000
1.000 1.000
3.9 3.4
0.0 0.0
0.0 0.0
UKOOA UKOOA
15324
0.0
5.1
0.0
0.0
9.2
1.000
1.000
3.4
0.0
0.0
UKOOA
404 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
15326
0.0
0.8
0.0
0.0
Max Stress Intensity KPa 5.0
15326 15327
0.0 0.0
0.8 0.1
0.0 -0.0
0.0 0.0
15327 15328
0.0 0.0
0.1 0.1
0.0 0.0
15328 15329
0.0 0.0
0.1 0.1
15329 15331
0.0 0.0
15331 15325
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000
1.000
0.6
0.0
0.0
UKOOA
3.8 3.1
1.000 1.000
1.000 1.000
0.6 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
2.1 2.2
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
1.4 1.3
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.1 0.0
-0.0 0.0
0.0 0.0
0.5 0.5
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.5 0.4
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1360 1423
0.0 0.0
41.7 19.7
0.0 0.0
0.0 0.0
43.2 21.2
1.000 1.000
1.000 1.000
27.9 13.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
1423 1424
0.0 0.0
19.7 21.0
0.0 0.0
0.0 0.0
21.2 22.5
1.000 1.000
1.000 1.000
13.2 14.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
1424 1425
0.0 0.0
21.0 9.5
0.0 0.0
0.0 0.0
22.4 10.9
1.000 1.000
1.000 1.000
14.1 6.3
0.0 0.0
0.0 0.0
UKOOA UKOOA
1425 1426
0.0 0.0
9.5 0.7
0.0 0.0
0.0 0.0
10.8 2.0
1.000 1.000
1.000 1.000
6.3 0.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
1426 1427
0.0 0.0
0.7 0.7
-0.0 0.0
0.0 0.0
1.8 1.8
1.000 1.000
1.000 1.000
0.5 0.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
405 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
Max Stress Intensity KPa
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1427 1428
0.0 0.0
0.7 0.3
0.0 0.0
0.0 0.0
1.5 1.0
1.000 1.000
1.000 1.000
0.5 0.2
0.0 0.0
0.0 0.0
UKOOA UKOOA
1428 1429
0.0 0.0
0.3 0.1
0.0 0.0
0.0 0.0
0.8 0.5
1.000 1.000
1.000 1.000
0.2 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1429 16359
0.0 0.0
0.1 0.0
0.0 0.0
0.0 0.0
0.2 0.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
16359 16360
0.0 0.0
0.0 0.0
0.0 -0.0
0.0 0.0
0.2 0.2
1.000 1.000
1.000 1.000
0.0 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
1347 1435
0.0 0.0
13.7 4.2
0.0 -0.0
0.0 0.0
14.2 4.8
1.000 1.000
1.000 1.000
9.2 2.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
1435 1436
0.0 0.0
4.2 5.5
0.0 -0.0
0.0 0.0
4.7 6.0
1.000 1.000
1.000 1.000
2.8 3.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
1436 17370
0.0 0.0
5.5 2.6
-0.0 0.0
0.0 0.0
5.9 3.1
1.000 1.000
1.000 1.000
3.7 1.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
17370 17371
0.0 0.0
2.6 1.1
0.0 -0.0
0.0 0.0
3.0 1.4
1.000 1.000
1.000 1.000
1.8 0.7
0.0 0.0
0.0 0.0
UKOOA UKOOA
17371 17372
0.0 0.0
1.1 0.2
0.0 0.0
0.0 0.0
1.3 0.4
1.000 1.000
1.000 1.000
0.7 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
17372 17379
0.0 0.0
0.2 0.1
-0.0 0.0
0.0 0.0
0.3 0.2
1.000 1.000
1.000 1.000
0.1 0.1
0.0 0.0
0.0 0.0
UKOOA UKOOA
406 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 STRESSES EXTENDED REPORT: Stresses on Elements CASE 4 (EXP) L4=L2-L3
NODE
Axial Stress KPa
Bending Stress KPa
Torsion Stress KPa
Hoop Stress KPa
17379 17380
0.0 0.0
0.1 0.0
0.0 -0.0
0.0 0.0
Max Stress Intensity KPa 0.2 0.1
1380 1437
0.0 0.0
15.5 9.8
-0.0 0.0
0.0 0.0
1437 1438
0.0 0.0
9.8 10.2
-0.0 0.0
1438 1439
0.0 0.0
21.7 2.3
1439 18380
0.0 0.0
18380 18389 18389 18390
SIF In Plane
SIF Out Plane
Code Stress KPa
Allowable Stress KPa
Ratio %
Piping Code
1.000 1.000
1.000 1.000
0.1 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
20.9 15.3
1.000 1.000
1.000 1.000
10.4 6.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
15.3 15.7
1.000 1.000
1.000 1.000
6.6 6.8
0.0 0.0
0.0 0.0
UKOOA UKOOA
-0.0 0.0
41.6 4.3
27.1 6.2
2.129 2.129
2.440 2.440
14.6 1.5
0.0 0.0
0.0 0.0
UKOOA UKOOA
2.3 45.6
-0.0 0.0
4.3 87.4
6.1 45.9
2.129 2.129
2.440 2.440
1.5 30.6
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
21.4 13.3
0.0 -0.0
0.0 0.0
21.6 13.5
1.000 1.000
1.000 1.000
14.4 8.9
0.0 0.0
0.0 0.0
UKOOA UKOOA
0.0 0.0
13.3 0.0
0.0 -0.0
0.0 0.0
13.5 0.1
1.000 1.000
1.000 1.000
8.9 0.0
0.0 0.0
0.0 0.0
UKOOA UKOOA
407 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
LOAD CASE DEFINITION KEY CASE CASE CASE CASE
1 2 3 4
(HYD) (OPE) (SUS) (EXP)
NODE
WW+HP W+T1+P1 W+P1 L4=L2-L3
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 -126 -85 -84 -1 -126/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -246 -166 -164 -2 -246/L1
0 0 0 0 0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-9.703 -6.547 -6.457 -0.091 -9.703/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -240 -162 -160
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
-9.479 -6.396 -6.307
0.000 0.000 0.000
0.000 0.000 0.000
10
11
12
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-9.932 -6.702 -6.609 -0.093 -9.932/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
408 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -2 -240/L1
FY N. 0 0/L1
FZ N. 0 0/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.089 -9.479/L1
DY mm. -0.000 0.000/L1
DZ mm. 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -293 -198 -195 -3 -293/L1
0 0 0 0 0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-9.258 -6.247 -6.160 -0.087 -9.258/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -2131 -1438 -1418 -20 -2131/L1
-0 -0 -0 0 -0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-8.934 -6.028 -5.944 -0.084 -8.934/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -1383 -932 -919 -13 -1383/L1
2 2 2 0 2/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-5.798 -3.907 -3.852 -0.055 -5.798/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
13
14
15
16
Bi-linear
409 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear Z2; Bi-linear Y2 -176 -119 -117 -2 -176/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -137 -92 -91 -1 -137/L1
-3 -3 -3 0 -3/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-5.405 -3.641 -3.589 -0.052 -5.405/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -133 -90 -88 -1 -133/L1
-15 -15 -15 0 -15/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-5.251 -3.537 -3.487 -0.050 -5.251/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.000 0.000 0.000 0.000 0.000/L1
17
18
20
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Rigid
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1 1 1 0 1/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-5.560 -3.746 -3.693 -0.053 -5.560/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
410 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. GUI -65 -44 -43 -1 -65/L1
-17 -16 -16 0 -17/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-5.100 -3.435 -3.386 -0.049 -5.100/L1
-0.008 -0.008 -0.008 0.000 -0.008/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y -87 -86 -86 0 -87/L1
-289 -288 -288 0 -289/L1
-0 -0 -0 0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-4.761 -3.205 -3.160 -0.045 -4.761/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid GUI; Bi-linear X2; Bilinear Z2; Bi-linear Y2 -56 -38 -37 -1 -56/L1
-17 -16 -16 0 -17/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-4.425 -2.977 -2.937 -0.041 -4.425/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -108 -73 -72 -1 -108/L1
-15 -15 -15 0 -15/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-4.277 -2.878 -2.838 -0.039 -4.277/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.000 0.000 0.000 0.000 0.000/L1
40
60
61
411 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -105 -70 -69 -1 -105/L1
-3 -3 -3 0 -3/L1
1 1 1 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-4.131 -2.779 -2.741 -0.038 -4.131/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -126 -85 -84 -1 -126/L1
1 1 1 0 1/L1
2 2 2 0 2/L1
0 0 0 0
0 0 0 0
0 0 0 0
-3.987 -2.682 -2.645 -0.037 -3.987/L1
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -656 -441 -435 -6 -656/L1
2 2 2 0 2/L1
-5 -3 -3 -0 -5/L1
0 0 0 0
0 0 0 0
0 0 0 0
-3.774 -2.538 -2.504 -0.035 -3.774/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
62
63
64
65
Bi-linear X2; Bilinear Z2;
412 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 -671 -451 -445 -6 -671/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -120 -80 -79 -1 -120/L1
0 0 0 0 0/L1
-216 -146 -144 -2 -216/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.693 -0.462 -0.456 -0.007 -0.693/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.008 -0.005 -0.005 -0.000 -0.008/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -16 -11 -11 -0 -16/L1
-0 -0 -0 -0 -0/L1
-483 -326 -322 -4 -483/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.515 -0.343 -0.337 -0.005 -0.515/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.093 -0.062 -0.062 -0.001 -0.093/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -10 -7 -7
-0 -0 -0
-123 -82 -81
0 0 0
0 0 0
0 0 0
-0.396 -0.263 -0.259
-0.000 -0.000 -0.000
-0.030 -0.020 -0.019
66
67
68
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L1
7 5 5 0 7/L1
0 0 0 0
0 0 0 0
0 0 0 0
-2.166 -1.455 -1.435 -0.020 -2.166/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
413 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -10/L1
FY N. -0 -0/L1
FZ N. -1 -123/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.004 -0.396/L1
DY mm. -0.000 -0.000/L1
DZ mm. -0.000 -0.030/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -7 -5 -5 -0 -7/L1
-0 -0 -0 0 -0/L1
1616 1093 1078 15 1616/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.278 -0.183 -0.180 -0.003 -0.278/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.387 0.262 0.258 0.004 0.387/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1846 1257 1239 18 1846/L1
0 0 0 0 0/L1
52 35 34 0 52/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.514 0.350 0.345 0.005 0.514/L1
0.000 0.000 0.000 0.000 0.000/L1
2.366 1.596 1.575 0.021 2.366/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -3 -2 -2 -0 -3/L1
-0 -0 -0 0 -0/L1
5030 3398 3352 47 5030/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.160 -0.104 -0.102 -0.002 -0.160/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.401 0.947 0.934 0.013 1.401/L1
69
70
71
72
Bi-linear
414 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear X2; Bi-linear Y2 3583 2426 2393 33 3583/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1240 841 829 12 1240/L1
0 0 0 -0 0/L1
58 39 39 1 58/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.297 0.201 0.199 0.003 0.297/L1
0.000 0.000 0.000 -0.000 0.000/L1
2.290 1.545 1.524 0.020 2.290/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 373 251 248 3 373/L1
-0 -0 -0 -0 -0/L1
56 38 37 1 56/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.089 0.060 0.059 0.001 0.089/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
2.216 1.494 1.475 0.020 2.216/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1
-0
68
0
0
0
0.000
-0.000
2.142
73
74
75
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
3620 2450 2417 33 3620/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.194 0.135 0.133 0.002 0.194/L1
0.000 0.000 0.000 0.000 0.000/L1
2.204 1.488 1.467 0.020 2.204/L1
415 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -1 -1 -0 -1/L2
FY N. -0 -0 -0 -0/L1
FZ N. 46 45 1 68/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000/L2
DY mm. -0.000 -0.000 -0.000 -0.000/L1
DZ mm. 1.445 1.426 0.019 2.142/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -147 -100 -98 -1 -147/L1
-0 -0 -0 0 -0/L3
327 220 217 3 327/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.006 -0.004 -0.004 -0.000 -0.006/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
2.034 1.371 1.353 0.018 2.034/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0 1/L1
0 0 0 -0 0/L1
507 342 337 5 507/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 -0.000 0.000/L1
1.283 0.865 0.854 0.011 1.283/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-0 -0 -0 0 -0/L3
54 36 35 0 54/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.106 0.071 0.070 0.001 0.106/L1
76
77
78
416 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2; Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 4 -1 5 5/L4
-14 -14 -14 -0 -14/L1
-4661 -3151 -3108 -43 -4661/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 0.000 -0.000 0.000 0.000/L4
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.054 -0.712 -0.703 -0.010 -1.054/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 0 -0 0 0/L4
-11 -11 -11 0 -11/L1
-2538 -1712 -1688 -23 -2538/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 0.000 -0.000 0.000 0.000/L4
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.787 -0.531 -0.524 -0.007 -0.787/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0
-12
-767
0
0
0
-0.000
-0.007
-0.476
80
81
90
417 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 0 -0 0 0/L4
FY N. -12 -12 0 -12/L1
FZ N. -513 -506 -7 -767/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.000 -0.000 0.000 0.000/L4
DY mm. -0.007 -0.007 -0.000 -0.007/L1
DZ mm. -0.318 -0.314 -0.004 -0.476/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y 1 -6 3 -9 -9/L4
-290 -288 -288 0 -290/L1
-87 -78 -77 -1 -87/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.014 -0.000 -0.000 -0.000 -0.014/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Rigid GUI; Bilinear X2; Bi-linear Z2 0 -0 0 -0 -0/L4
-17 -17 -17 0 -17/L1
176 137 135 2 176/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.001 0.000 -0.001 -0.001/L4
-0.008 -0.008 -0.008 0.000 -0.008/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 -0 0 -0 -0/L4
-16 -16 -16 0 -16/L1
-20 -17 -17 -0 -20/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.001 0.000 -0.001 -0.001/L4
-0.004 -0.004 -0.004 0.000 -0.004/L1
-0.005 -0.004 -0.004 -0.000 -0.005/L1
110
130
131
132
Bi-linear
418 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear Z2; Bi-linear Y2 0 -0 0 -0 -0/L4
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 -0 0 -0 -0/L4
3 3 3 0 3/L1
-38 -26 -26 -0 -38/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 0.000 -0.001 -0.001/L4
0.000 0.000 0.000 -0.000 0.000/L1
-0.003 -0.002 -0.002 -0.000 -0.003/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 -0 0 -0 0/L1
0 0 0 0 0/L1
49 34 33 0 49/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
0.003 0.002 0.002 0.000 0.003/L1
133
134
140
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bi-
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-4 -4 -4 0 -4/L1
-10 -9 -9 -0 -10/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 0.000 -0.001 -0.001/L4
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.002 -0.002 -0.002 -0.000 -0.002/L1
419 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear X2; Bi-linear Z2; Bilinear Y2 85 53 56 -3 85/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 77 52 51 1 77/L1
0 0 0 0 0/L1
1024 693 683 11 1024/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.024 0.016 0.016 0.000 0.024/L1
0.000 0.000 0.000 0.000 0.000/L1
0.007 0.005 0.004 0.000 0.007/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 6 4 4 0 6/L1
-0 -0 -0 0 -0/L3
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.004 0.003 0.003 0.000 0.004/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
-0.000 -0.000 -0.000 -0.000 -0.000/L1
145
146
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 -0 0/L3
13911 9401 9274 128 13911/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 -0.000 0.000/L3
0.303 0.205 0.202 0.003 0.303/L1
420 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -16 -11 -11 -0 -16/L1
0 0 0 -0 0/L1
-0 -0 -0 0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.011 -0.007 -0.007 -0.000 -0.011/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -67 -45 -45 -1 -67/L1
-0 -0 -0 0 -0/L3
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.043 -0.029 -0.029 -0.000 -0.043/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -220 -149 -147 -2 -220/L1
0 -0 -0 -0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.142 -0.096 -0.095 -0.001 -0.142/L1
0.000 -0.000 -0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
147
148
149
150
Bi-linear Z2; Bilinear X2;
421 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 -5172 -3498 -3450 -47 -5172/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -536 -363 -358 -5 -536/L1
-0 -0 -0 0 -0/L3
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.462 -0.312 -0.309 -0.004 -0.462/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -579 -392 -387 -5 -579/L1
0 -0 -0 -0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.888 -0.601 -0.594 -0.008 -0.888/L1
0.000 -0.000 -0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -559 -378 -374
-0 -0 -0
4 3 3
0 0 0
0 0 0
0 0 0
-1.377 -0.932 -0.921
-0.000 -0.000 -0.000
0.000 0.000 0.000
151
152
153
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 -0 0/L1
27 18 18 0 27/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.441 -0.974 -0.961 -0.013 -1.441/L1
0.000 0.000 0.000 -0.000 0.000/L1
1.228 0.824 0.812 0.012 1.228/L1
422 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -5 -559/L1
FY N. 0 -0/L3
FZ N. 0 4/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.012 -1.377/L1
DY mm. 0.000 -0.000/L3
DZ mm. 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -280 -189 -187 -2 -280/L1
0 0 0 -0 0/L1
-241 -163 -160 -2 -241/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.741 -1.179 -1.164 -0.015 -1.741/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.009 -0.006 -0.006 -0.000 -0.009/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -57 -39 -38 -0 -57/L1
0 0 0 -0 0/L1
-267 -180 -177 -3 -267/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.797 -1.216 -1.201 -0.015 -1.797/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.051 -0.034 -0.034 -0.001 -0.051/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -47 -31 -31 -0 -47/L1
0 0 0 0 0/L1
240 163 161 2 240/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.835 -1.242 -1.227 -0.016 -1.835/L1
0.000 0.000 0.000 0.000 0.000/L1
0.057 0.039 0.038 0.000 0.057/L1
154
155
156
157
Bi-linear
423 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear Z2; Bi-linear Y2 -47 -32 -32 -0 -47/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -42 -28 -28 -0 -42/L1
-0 -0 -0 0 -0/L1
4312 2907 2864 42 4312/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.913 -1.295 -1.279 -0.016 -1.913/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.201 0.810 0.798 0.012 1.201/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 -5016 -3387 -3340 -47 -5016/L1
-0 -0 -0 0 -0/L1
5006 3380 3333 47 5006/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.941 -1.313 -1.296 -0.017 -1.941/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.395 0.939 0.925 0.014 1.395/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1
-17
12
0
0
0
0.001
-0.008
0.945
158
159
160
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
1920 1296 1278 18 1920/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.874 -1.268 -1.253 -0.016 -1.874/L1
0.000 0.000 0.000 0.000 0.000/L1
0.460 0.310 0.306 0.004 0.460/L1
424 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 1 1 0 1/L1
FY N. -16 -16 0 -17/L1
FZ N. 8 8 0 12/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.000 0.000 0.000 0.001/L1
DY mm. -0.008 -0.008 0.000 -0.008/L1
DZ mm. 0.633 0.623 0.010 0.945/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1993 -1347 -1328 -19 -1993/L1
1 1 1 -0 1/L1
30 20 20 0 30/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.477 -0.323 -0.318 -0.004 -0.477/L1
0.000 0.000 0.000 -0.000 0.000/L1
1.177 0.790 0.778 0.012 1.177/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -34 -22 -21 -1 -34/L1
2 2 2 -0 2/L1
38 26 25 0 38/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.006 -0.004 -0.004 -0.000 -0.006/L1
0.000 0.000 0.000 -0.000 0.000/L1
1.126 0.756 0.744 0.011 1.126/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 445 301 297 4 445/L1
-4 -4 -4 0 -4/L1
35 24 23 0 35/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.080 0.054 0.053 0.001 0.080/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
1.043 0.699 0.688 0.011 1.043/L1
161
162
163
425 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 130 88 87 1 130/L1
-15 -15 -15 0 -15/L1
25 17 17 0 25/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.031 0.021 0.021 0.000 0.031/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.994 0.666 0.655 0.010 0.994/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 35 24 23 0 35/L1
0 0 0 -0 0/L3
-6 -4 -4 -0 -6/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.008 0.005 0.005 0.000 0.008/L1
0.000 0.000 0.000 -0.000 0.000/L3
-0.229 -0.155 -0.153 -0.002 -0.229/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -345 -233 -230 -3 -345/L1
0 0 0 -0 0/L3
-10 -7 -6 -0 -10/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.096 -0.065 -0.064 -0.001 -0.096/L1
0.000 0.000 0.000 -0.000 0.000/L3
-0.443 -0.300 -0.296 -0.004 -0.443/L1
164
166
167
168
Bi-linear X2; Bilinear X2;
426 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 158 107 106 1 158/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y -1 -1 -1 0 -1/L3
-289 -288 -288 0 -289/L1
87 86 86 0 87/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.008 -0.006 -0.006 -0.000 -0.008/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.836 0.557 0.549 0.008 0.836/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Rigid GUI; Bi-linear Z2 -77 -53 -52 -1 -77/L1
-17 -16 -16 0 -17/L1
9 6 6 0 9/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
0.729 0.485 0.478 0.006 0.729/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -37 -25 -25 -0 -37/L1
-15 -15 -15 0 -15/L1
17 11 11 0 17/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.009 -0.006 -0.006 -0.000 -0.009/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
0.682 0.453 0.447 0.006 0.682/L1
180
200
201
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-3 -3 -3 -0 -3/L1
-172 -116 -115 -2 -172/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.327 -0.222 -0.218 -0.003 -0.327/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-0.437 -0.296 -0.291 -0.004 -0.437/L1
427 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -17 -11 -11 -0 -17/L1
-3 -3 -3 0 -3/L1
16 11 11 0 16/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.004 -0.003 -0.003 -0.000 -0.004/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.635 0.422 0.416 0.006 0.635/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 324 222 219 3 324/L1
2 1 1 0 2/L1
23 15 15 0 23/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.050 0.034 0.034 0.000 0.050/L1
0.000 0.000 0.000 0.000 0.000/L1
0.589 0.390 0.385 0.005 0.589/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 3069 2074 2046 28
3 3 3 0
1054 698 688 9
0 0 0 0
0 0 0 0
0 0 0 0
0.352 0.238 0.235 0.003
0.000 0.000 0.000 0.000
0.492 0.326 0.322 0.004
202
203
210
428 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. 3069/L1
FY N. 3/L1
FZ N. 1054/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. 0.352/L1
DY mm. 0.000/L1
DZ mm. 0.492/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 723 486 480 7 723/L1
2 2 2 0 2/L1
18 12 12 0 18/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.112 0.076 0.074 0.001 0.112/L1
0.000 0.000 0.000 0.000 0.000/L1
0.470 0.310 0.306 0.004 0.470/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 44 29 29 0 44/L1
-3 -3 -3 0 -3/L1
12 8 8 0 12/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.011 0.007 0.007 0.000 0.011/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.459 0.303 0.299 0.004 0.459/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -82 -55 -54 -1 -82/L1
-15 -15 -15 0 -15/L1
11 7 7 0 11/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.020 -0.013 -0.013 -0.000 -0.020/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.449 0.296 0.291 0.004 0.449/L1
211
212
213
214
Bi-linear X2; Bi-
429 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear Z2; Bi-linear Y2 5 3 3 0 5/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 0 0 0 0/L1
0 0 0 -0 0/L1
251 166 164 2 251/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.019 0.013 0.012 0.000 0.019/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.060 0.040 0.039 0.001 0.060/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -5 -3 -3 -0 -5/L1
-0 -0 -0 -0 -0/L1
-45 -29 -29 -0 -45/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.148 -0.100 -0.099 -0.001 -0.148/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.009 -0.006 -0.006 -0.000 -0.009/L1
1(HYD) 2(OPE)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -64 -43
-0 -0
-124 -82
0 0
0 0
0 0
-0.398 -0.269
-0.000 -0.000
-0.005 -0.003
215
216
217
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 -0 0/L1
1023 678 668 9 1023/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.185 0.125 0.124 0.002 0.185/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.245 0.162 0.160 0.002 0.245/L1
430 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. -43 -1 -64/L1
FY N. -0 0 -0/L1
FZ N. -81 -1 -124/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -0.266 -0.004 -0.398/L1
DY mm. -0.000 0.000 -0.000/L1
DZ mm. -0.003 -0.000 -0.005/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -686 -463 -457 -6 -686/L1
-0 -0 -0 0 -0/L3
1 1 1 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-2.275 -1.538 -1.517 -0.021 -2.275/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -49 -33 -33 -0 -49/L1
-17 -16 -16 0 -17/L1
6 4 4 0 6/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.024 -0.016 -0.016 -0.000 -0.024/L1
-0.008 -0.008 -0.008 0.000 -0.008/L1
0.439 0.288 0.284 0.004 0.439/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -1366 -923 -911 -13 -1366/L1
0 0 0 -0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-4.532 -3.063 -3.021 -0.042 -4.532/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
218
220
221
431 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 -1090 -737 -727 -10 -1090/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -225 -152 -150 -2 -225/L1
-2 -2 -2 0 -2/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-7.112 -4.807 -4.741 -0.065 -7.112/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -186 -126 -124 -2 -186/L1
-8 -8 -8 0 -8/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-7.335 -4.957 -4.890 -0.067 -7.335/L1
-0.002 -0.002 -0.002 -0.000 -0.002/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
222
223
224
225
Bi-linear X2; Bilinear Z2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
2 2 2 0 2/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-6.783 -4.584 -4.522 -0.062 -6.783/L1
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
432 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -192 -130 -128 -2 -192/L1
FY N. -18 -18 -18 0 -18/L1
FZ N. -0 -0 -0 -0 -0/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. -7.561 -5.110 -5.041 -0.069 -7.561/L1
DY mm. -0.004 -0.004 -0.004 -0.000 -0.004/L1
DZ mm. -0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y -3 -3 -3 -0 -3/L2
-289 -288 -288 0 -289/L1
87 86 86 -0 87/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.013 -0.008 -0.008 -0.000 -0.013/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.416 0.272 0.269 0.003 0.416/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Rigid GUI; Bilinear Z2; Bi-linear X2 -9 -5 -5 -0 -9/L1
-17 -16 -16 0 -17/L1
5 3 3 0 5/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
0.397 0.258 0.256 0.002 0.397/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 3 2 2 0 3/L1
-15 -15 -15 0 -15/L1
10 6 6 0 10/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.000 0.000 0.000 0.001/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.388 0.252 0.251 0.002 0.388/L1
240
260
261
433 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Z2; Bilinear X2; Bi-linear Y2 2 1 1 0 2/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0 1/L1
1 1 1 0 1/L1
12 8 8 0 12/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
0.371 0.241 0.240 0.002 0.371/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
2 2 2 -0 2/L1
58 38 37 0 58/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.359 0.234 0.232 0.002 0.359/L1
262
263
264
265
Bi-linear Z2; Bilinear X2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-3 -3 -3 0 -3/L1
10 6 6 0 10/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.380 0.247 0.245 0.002 0.380/L1
434 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0 -0 -0/L1
FY N. -0 -0 -0 0 -0/L3
FZ N. 113 74 73 1 113/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000 -0.000/L1
DY mm. -0.000 -0.000 -0.000 0.000 -0.000/L3
DZ mm. 0.279 0.181 0.180 0.001 0.279/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
-0 -0 -0 -0 -0/L1
110 71 71 0 110/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.168 0.109 0.108 0.001 0.168/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
0 0 0 0 0/L1
60 38 38 0 60/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
0.061 0.039 0.039 0.000 0.061/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0
-0 -0 -0 -0
-72 -50 -49 -1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000
-0.000 -0.000 -0.000 -0.000
-0.060 -0.041 -0.041 -0.001
266
267
268
435 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. 1/L1
FY N. -0/L1
FZ N. -72/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. 0.000/L1
DY mm. -0.000/L1
DZ mm. -0.060/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 36 24 24 0 36/L1
2 2 2 0 2/L1
-676 -458 -451 -6 -676/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.237 -0.160 -0.158 -0.002 -0.237/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -13 -9 -9 -0 -13/L1
-3 -2 -2 -0 -3/L1
-156 -106 -104 -1 -156/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.488 -0.330 -0.325 -0.004 -0.488/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 10 7 7
179 121 119
-138 -93 -92
0 0 0
0 0 0
0 0 0
0.000 0.000 0.000
0.006 0.004 0.004
-0.771 -0.521 -0.514
270
271
272
436 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. 0 10/L1
FY N. 2 179/L1
FZ N. -1 -138/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. 0.000 0.000/L1
DY mm. 0.000 0.006/L1
DZ mm. -0.007 -0.771/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -5 -3 -3 -0 -5/L1
181 123 121 2 181/L1
-26 -17 -17 -0 -26/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.035 0.023 0.023 0.000 0.035/L1
-0.808 -0.546 -0.539 -0.007 -0.808/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -2 -1 -1 -0 -2/L1
-203 -137 -135 -2 -203/L1
-21 -14 -14 -0 -21/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.049 -0.033 -0.032 -0.000 -0.049/L1
-0.833 -0.563 -0.555 -0.008 -0.833/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 0 0 0 0/L1
-2255 -1524 -1503 -21 -2255/L1
-2255 -1524 -1503 -21 -2255/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.795 -0.537 -0.530 -0.007 -0.795/L1
-0.793 -0.536 -0.529 -0.007 -0.793/L1
273
274
275
276
Bi-linear
437 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
2584 1746 1723 24 2584/L1
12 8 8 0 12/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.910 0.615 0.607 0.008 0.910/L1
0.720 0.486 0.480 0.007 0.720/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-1439 -972 -959 -13 -1439/L1
-22 -15 -15 -0 -22/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.345 -0.233 -0.230 -0.003 -0.345/L1
-0.858 -0.580 -0.572 -0.008 -0.858/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 -0 -0 0 -0/L3
-1297 -877 -865 -12 -1297/L1
-1298 -877 -865 -12 -1298/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 -0.000 0.000 -0.000/L3
-0.290 -0.196 -0.193 -0.003 -0.290/L1
-0.332 -0.224 -0.221 -0.003 -0.332/L1
1(HYD)
Bi-linear X2; Bilinear X2; Bi-linear X2 -0
-288
-290
0
0
0
-0.000
-0.021
-0.107
277
278
279
438 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0 -0/L1
FY N. -195 -192 -3 -288/L1
FZ N. -196 -194 -3 -290/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000/L1
DY mm. -0.014 -0.014 -0.000 -0.021/L1
DZ mm. -0.073 -0.072 -0.001 -0.107/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2; Bi-linear X2; Bilinear Z2; Bi-linear Y2 -493 -316 -310 -5 -493/L1
-0 -0 -0 -0 -0/L1
-12702 -8584 -8468 -116 -12702/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.009 -0.006 -0.006 -0.000 -0.009/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.271 -0.183 -0.181 -0.002 -0.271/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
-2474 -1672 -1650 -23 -2474/L1
-15 -10 -10 -0 -15/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.872 -0.589 -0.581 -0.008 -0.872/L1
-0.884 -0.598 -0.589 -0.008 -0.884/L1
280
281
282
Bi-linear
439 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear X2; Bi-linear X2 0 0 0 0 0/L1
-1692 -1144 -1128 -16 -1692/L1
-706 -477 -470 -6 -706/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.950 -0.642 -0.633 -0.009 -0.950/L1
-0.897 -0.606 -0.598 -0.008 -0.897/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0 -0 -0/L1
309 209 206 3 309/L1
306 207 204 3 306/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.137 0.093 0.091 0.001 0.137/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 0 0 -0 0/L3
1269 858 846 12 1269/L1
1264 855 843 12 1264/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 -0.000 0.000/L3
0.394 0.266 0.263 0.004 0.394/L1
0.213 0.144 0.142 0.002 0.213/L1
1(HYD)
Bi-linear X2; Bilinear X2; Bi-linear X2 -0
2158
2154
0
0
0
-0.000
0.872
0.646
283
284
285
440 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0 -0/L1
FY N. 1458 1438 20 2158/L1
FZ N. 1456 1436 20 2154/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000/L1
DY mm. 0.590 0.582 0.008 0.872/L1
DZ mm. 0.437 0.431 0.006 0.646/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0 -0 -0/L1
1684 1138 1122 15 1684/L1
700 473 467 6 700/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1.008 0.681 0.672 0.009 1.008/L1
0.738 0.498 0.492 0.007 0.738/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 -0 0/L3
1473 995 982 14 1473/L1
18 12 12 0 18/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 -0.000 0.000/L3
0.353 0.238 0.235 0.003 0.353/L1
0.692 0.468 0.461 0.006 0.692/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
193 130 129 2 193/L1
17 11 11 0 17/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.046 0.031 0.031 0.000 0.046/L1
0.664 0.449 0.443 0.006 0.664/L1
286
287
288
441 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-198 -134 -132 -2 -198/L1
20 14 13 0 20/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.038 -0.026 -0.025 -0.000 -0.038/L1
0.637 0.431 0.425 0.006 0.637/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -2 -1 -1 -0 -2/L1
-17 -16 -16 0 -17/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.156 -0.099 -0.098 -0.001 -0.156/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
-184 -125 -123 -2 -184/L1
96 65 64 1 96/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.007 -0.005 -0.005 -0.000 -0.007/L1
0.597 0.403 0.398 0.005 0.597/L1
289
290
291
292
Bi-linear Z2; Bilinear X2;
442 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 -0 -0 -0 -0 -0/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -21 -13 -13 -0 -21/L1
2 2 2 -0 2/L1
-18 -12 -12 -0 -18/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.116 -0.074 -0.073 -0.001 -0.116/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.001 -0.000 -0.000 -0.000 -0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -4 -3 -3 -0 -4/L1
1 1 1 0 1/L1
10 7 7 0 10/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.129 -0.082 -0.082 -0.001 -0.129/L1
0.000 0.000 0.000 0.000 0.000/L1
0.002 0.001 0.001 0.000 0.002/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -4 -2 -2
-3 -3 -3
4 3 3
0 0 0
0 0 0
0 0 0
-0.138 -0.088 -0.087
-0.001 -0.001 -0.001
0.001 0.001 0.001
294
295
296
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
3 2 2 0 3/L1
145 98 97 1 145/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
0.313 0.212 0.209 0.003 0.313/L1
443 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -4/L1
FY N. 0 -3/L1
FZ N. 0 4/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.001 -0.138/L1
DY mm. 0.000 -0.001/L1
DZ mm. 0.000 0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -4 -2 -2 -0 -4/L1
-15 -15 -15 0 -15/L1
1 0 0 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.147 -0.094 -0.093 -0.001 -0.147/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -6 -4 -4 -0 -6/L1
-8 -8 -8 -0 -8/L1
-394 -266 -263 -4 -394/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.230 -0.155 -0.153 -0.002 -0.230/L1
-0.002 -0.002 -0.002 -0.000 -0.002/L1
-0.093 -0.063 -0.062 -0.001 -0.093/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -12 -8 -8 -0 -12/L1
-19 -19 -19 -0 -19/L1
-16 -11 -11 -0 -16/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.465 -0.314 -0.310 -0.004 -0.465/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.004 -0.003 -0.003 -0.000 -0.004/L1
297
301
302
310
Rigid +Y
444 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -87 -86 -86 0 -87/L1
FY N. -289 -288 -288 0 -289/L1
FZ N. -0 -0 -0 0 -0/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. -0.176 -0.113 -0.111 -0.002 -0.176/L1
DY mm. -0.000 -0.000 -0.000 -0.000 -0.000/L1
DZ mm. -0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Rigid GUI; Bilinear X2; Bi-linear Z2 -3 -2 -2 -0 -3/L1
-17 -16 -16 0 -17/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.199 -0.130 -0.127 -0.003 -0.199/L1
-0.008 -0.008 -0.008 0.000 -0.008/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -5 -3 -3 -0 -5/L1
-15 -15 -15 0 -15/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.210 -0.137 -0.134 -0.003 -0.210/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -6 -4 -4
-3 -3 -3
0 0 0
0 0 0
0 0 0
0 0 0
-0.220 -0.144 -0.141
-0.001 -0.001 -0.001
0.000 0.000 0.000
330
331
332
445 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -6/L1
FY N. 0 -3/L1
FZ N. 0 0/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.003 -0.220/L1
DY mm. -0.000 -0.001/L1
DZ mm. 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -7 -5 -5 -0 -7/L1
1 1 1 -0 1/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.231 -0.152 -0.148 -0.004 -0.231/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -40 -26 -26 -1 -40/L1
2 2 2 0 2/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.247 -0.163 -0.159 -0.004 -0.247/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -162 -108 -106 -2 -162/L1
-0 -0 -0 -0 -0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.375 -0.250 -0.245 -0.004 -0.375/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
333
334
335
336
Bi-linear
446 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear Z2; Bi-linear Y2 -407 -274 -270 -4 -407/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -509 -344 -339 -5 -509/L1
-0 -0 -0 -0 -0/L2
5 3 3 0 5/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.175 -0.793 -0.782 -0.011 -1.175/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -241 -163 -160 -2 -241/L1
0 0 0 0 0/L1
-265 -179 -176 -2 -265/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.500 -1.012 -0.999 -0.014 -1.500/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.010 -0.007 -0.007 -0.000 -0.010/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -49
0
-353
0
0
0
-1.549
0.000
-0.068
337
338
339
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
-1 -0 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.698 -0.470 -0.463 -0.007 -0.698/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
447 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -33 -33 -0 -49/L1
FY N. 0 0 0 0/L1
FZ N. -239 -236 -3 -353/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -1.046 -1.032 -0.014 -1.549/L1
DY mm. 0.000 0.000 0.000 0.000/L1
DZ mm. -0.046 -0.045 -0.001 -0.068/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -4989 -3371 -3325 -47 -4989/L1
0 0 0 0 0/L1
37 25 24 0 37/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.390 -0.939 -0.926 -0.013 -1.390/L1
0.000 0.000 0.000 0.000 0.000/L1
1.676 1.132 1.118 0.015 1.676/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -40 -27 -27 -0 -40/L1
0 0 0 0 0/L1
180 122 120 2 180/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.583 -1.068 -1.054 -0.014 -1.583/L1
0.000 0.000 0.000 0.000 0.000/L1
0.043 0.029 0.029 0.000 0.043/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -41 -28 -27 -0 -41/L1
-0 -0 -0 -0 -0/L1
2082 1407 1388 19 2082/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.617 -1.092 -1.077 -0.015 -1.617/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.499 0.337 0.332 0.005 0.499/L1
340
341
342
448 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -36 -24 -24 -0 -36/L1
-0 -0 -0 -0 -0/L1
5019 3393 3346 46 5019/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.652 -1.115 -1.101 -0.015 -1.652/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1.398 0.945 0.932 0.013 1.398/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 -5292 -3576 -3527 -49 -5292/L1
-0 -0 -0 -0 -0/L1
5292 3576 3527 49 5292/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.752 -1.183 -1.167 -0.016 -1.752/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1.771 1.197 1.181 0.016 1.771/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -2078 -1404 -1385 -19 -2078/L1
0 0 0 0 0/L1
42 28 28 0 42/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.498 -0.336 -0.332 -0.005 -0.498/L1
0.000 0.000 0.000 0.000 0.000/L1
1.641 1.109 1.095 0.014 1.641/L1
343
344
345
346
Bi-linear Z2; Bilinear X2;
449 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 -185 -125 -123 -2 -185/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 349 236 232 3 349/L1
0 0 0 0 0/L1
50 34 33 0 50/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.067 0.045 0.045 0.001 0.067/L1
0.000 0.000 0.000 0.000 0.000/L1
1.574 1.064 1.050 0.014 1.574/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 264 178 176 2 264/L1
-0 -0 -0 -0 -0/L1
245 166 163 2 245/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.010 0.007 0.007 0.000 0.010/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1.525 1.031 1.017 0.013 1.525/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -5 -3 -3
-0 -0 -0
490 331 327
0 0 0
0 0 0
0 0 0
-0.000 -0.000 -0.000
-0.000 -0.000 -0.000
1.206 0.815 0.804
347
348
349
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
41 28 27 0 41/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.044 -0.030 -0.030 -0.000 -0.044/L1
0.000 0.000 0.000 0.000 0.000/L1
1.607 1.086 1.072 0.014 1.607/L1
450 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -5/L1
FY N. -0 -0/L2
FZ N. 4 490/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.000 -0.000/L1
DY mm. -0.000 -0.000/L2
DZ mm. 0.011 1.206/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 -1010 -684 -674 -10 -1010/L1
0 0 0 -0 0/L3
-215 -145 -143 -2 -215/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.005 -0.003 -0.003 -0.000 -0.005/L1
0.000 0.000 0.000 -0.000 0.000/L3
-0.061 -0.041 -0.040 -0.001 -0.061/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 0 0 0 1/L1
-0 -0 -0 0 -0/L3
507 342 338 4 507/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.778 0.526 0.519 0.007 0.778/L1
1(HYD) 2(OPE)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0
0 0
469 317
0 0
0 0
0 0
-0.000 -0.000
0.000 0.000
0.404 0.273
350
351
352
451 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0/L1
FY N. 0 -0 0/L1
FZ N. 313 4 469/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -0.000 -0.000 -0.000/L1
DY mm. 0.000 -0.000 0.000/L1
DZ mm. 0.269 0.004 0.404/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-0 -0 -0 0 -0/L3
190 128 127 2 190/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.123 0.083 0.082 0.001 0.123/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
0 0 0 -0 0/L1
47 32 31 0 47/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.032 0.021 0.021 0.000 0.032/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-0 -0 -0 0 -0/L2
-12 -8 -8 -0 -12/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.009 -0.006 -0.006 -0.000 -0.009/L1
353
354
355
452 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-0 -0 -0 -0 -0/L2
-429 -290 -286 -4 -429/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.412 -0.278 -0.275 -0.004 -0.412/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 0 0 0 1/L1
0 0 0 0 0/L1
-508 -343 -338 -4 -508/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.779 -0.526 -0.520 -0.007 -0.779/L1
356
357
358
359
Bi-linear Z2; Bilinear X2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
-199 -135 -133 -2 -199/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.152 -0.103 -0.102 -0.001 -0.152/L1
453 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -5 -3 -3 -0 -5/L1
FY N. -0 -0 -0 0 -0/L3
FZ N. -488 -330 -326 -4 -488/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000 -0.000/L1
DY mm. -0.000 -0.000 -0.000 0.000 -0.000/L3
DZ mm. -1.203 -0.813 -0.802 -0.011 -1.203/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -36 -25 -24 -0 -36/L1
-0 -0 -0 0 -0/L3
-5017 -3391 -3344 -47 -5017/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.666 -1.126 -1.111 -0.015 -1.666/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
-1.397 -0.945 -0.932 -0.013 -1.397/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 265 179 177 2 265/L1
0 0 0 0 0/L1
-244 -165 -163 -2 -244/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.010 0.007 0.007 0.000 0.010/L1
0.000 0.000 0.000 0.000 0.000/L1
-1.520 -1.027 -1.013 -0.013 -1.520/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 352 238 234 3
-0 -0 -0 -0
-50 -34 -33 -0
0 0 0 0
0 0 0 0
0 0 0 0
0.067 0.046 0.045 0.001
-0.000 -0.000 -0.000 -0.000
-1.568 -1.059 -1.045 -0.014
360
361
362
454 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. 352/L1
FY N. -0/L1
FZ N. -50/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. 0.067/L1
DY mm. -0.000/L1
DZ mm. -1.568/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -183 -124 -122 -2 -183/L1
-0 -0 -0 -0 -0/L1
-41 -27 -27 -0 -41/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.044 -0.030 -0.029 -0.000 -0.044/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.601 -1.082 -1.067 -0.014 -1.601/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -2084 -1409 -1389 -19 -2084/L1
0 0 0 -0 0/L3
-41 -28 -28 -0 -41/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.499 -0.337 -0.333 -0.005 -0.499/L1
0.000 0.000 0.000 -0.000 0.000/L3
-1.635 -1.104 -1.090 -0.014 -1.635/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -5013 -3388 -3342 -47 -5013/L1
-0 -0 -0 -0 -0/L1
-36 -25 -24 -0 -36/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.396 -0.944 -0.931 -0.013 -1.396/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.669 -1.128 -1.113 -0.015 -1.669/L1
363
364
365
366
Bi-linear X2; Bi-
455 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear X2; Bi-linear Y2 -5303 -3584 -3536 -49 -5303/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -41 -28 -28 -0 -41/L1
0 0 0 0 0/L1
-2085 -1409 -1390 -19 -2085/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.632 -1.102 -1.088 -0.014 -1.632/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.499 -0.337 -0.333 -0.005 -0.499/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -41 -27 -27 -0 -41/L1
0 0 0 -0 0/L1
-182 -123 -122 -2 -182/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.598 -1.080 -1.065 -0.014 -1.598/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.044 -0.030 -0.029 -0.000 -0.044/L1
1(HYD) 2(OPE)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -50 -33
0 0
352 238
0 0
0 0
0 0
-1.565 -1.057
0.000 0.000
0.067 0.046
367
368
369
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L3
-5304 -3584 -3536 -49 -5304/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.764 -1.192 -1.176 -0.016 -1.764/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
-1.766 -1.194 -1.178 -0.016 -1.766/L1
456 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. -33 -0 -50/L1
FY N. 0 -0 0/L1
FZ N. 235 3 352/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -1.043 -0.014 -1.565/L1
DY mm. 0.000 -0.000 0.000/L1
DZ mm. 0.045 0.001 0.067/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 148 100 99 1 148/L1
0 0 0 0 0/L1
-1019 -690 -679 -10 -1019/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.040 0.027 0.027 0.000 0.040/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.004 -0.003 -0.003 -0.000 -0.004/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -244 -165 -162 -2 -244/L1
-0 -0 -0 -0 -0/L2
265 179 177 2 265/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.516 -1.024 -1.011 -0.013 -1.516/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
0.010 0.007 0.007 0.000 0.010/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -487
0
-5
0
0
0
-1.199
0.000
-0.000
370
371
372
457 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -329 -325 -4 -487/L1
FY N. 0 0 0 0/L1
FZ N. -3 -3 -0 -5/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.810 -0.800 -0.011 -1.199/L1
DY mm. 0.000 0.000 0.000 0.000/L1
DZ mm. -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -504 -340 -336 -4 -504/L1
-0 -0 -0 0 -0/L3
1 0 0 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.773 -0.522 -0.516 -0.007 -0.773/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -466 -315 -311 -4 -466/L1
0 0 0 -0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.401 -0.271 -0.268 -0.004 -0.401/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -189 -128 -126 -2 -189/L1
-0 -0 -0 0 -0/L3
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.122 -0.083 -0.081 -0.001 -0.122/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
373
374
375
458 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -42 -29 -28 -0 -42/L1
0 0 0 -0 0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.032 -0.021 -0.021 -0.000 -0.032/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 3 2 2 0 3/L1
-0 -0 -0 0 -0/L3
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.003 0.002 0.002 0.000 0.003/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 98 66 65 1 98/L1
0 0 0 -0 0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.058 0.039 0.038 0.001 0.058/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
376
377
378
379
Bi-linear X2; Bilinear Z2;
459 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 263 178 175 2 263/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 5245 3545 3497 48 5245/L1
-10 -7 -7 -0 -10/L1
-18 -12 -12 -0 -18/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.461 0.987 0.974 0.013 1.461/L1
-0.003 -0.002 -0.002 -0.000 -0.003/L1
-0.812 -0.548 -0.540 -0.008 -0.812/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 632 427 421 6 632/L1
0 0 0 -0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.544 0.368 0.363 0.005 0.544/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 681 461 454
-0 -0 -0
0 0 0
0 0 0
0 0 0
0 0 0
1.046 0.707 0.698
-0.000 -0.000 -0.000
0.000 0.000 0.000
380
381
382
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L3
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.170 0.115 0.113 0.002 0.170/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
-0.000 -0.000 -0.000 -0.000 -0.000/L1
460 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. 6 681/L1
FY N. 0 -0/L3
FZ N. 0 0/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. 0.010 1.046/L1
DY mm. 0.000 -0.000/L3
DZ mm. 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1773 1198 1182 16 1773/L1
-6 -4 -4 -0 -6/L1
-19 -13 -13 -0 -19/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.425 0.287 0.283 0.004 0.425/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-0.746 -0.503 -0.496 -0.007 -0.746/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -71 -48 -47 -1 -71/L1
29 20 20 0 29/L1
-17 -12 -11 -0 -17/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.017 -0.011 -0.011 -0.000 -0.017/L1
0.007 0.005 0.005 0.000 0.007/L1
-0.680 -0.459 -0.452 -0.007 -0.680/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 6 4 4 0 6/L1
-1332 -900 -888 -12 -1332/L1
1307 883 871 12 1307/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.002 0.001 0.001 0.000 0.002/L1
-1.195 -0.807 -0.796 -0.011 -1.195/L1
-0.265 -0.179 -0.176 -0.003 -0.265/L1
383
384
385
386
Bi-linear
461 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
1669 1129 1113 15 1669/L1
-26 -18 -17 -0 -26/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.588 0.398 0.392 0.005 0.588/L1
-1.515 -1.023 -1.008 -0.015 -1.515/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 2 1 1 0 2/L1
-926 -626 -617 -9 -926/L1
891 602 594 8 891/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.907 -0.613 -0.604 -0.009 -0.907/L1
-0.472 -0.319 -0.314 -0.005 -0.472/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -1 -0 -0 -0 -1/L1
-401 -271 -267 -4 -401/L1
363 245 242 3 363/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.729 -0.492 -0.485 -0.007 -0.729/L1
-0.571 -0.386 -0.380 -0.006 -0.571/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 658
-0
-4
0
0
0
1.621
-0.000
-0.000
387
388
389
462 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 445 439 6 658/L1
FY N. -0 -0 -0 -0/L1
FZ N. -3 -2 -0 -4/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 1.096 1.081 0.015 1.621/L1
DY mm. -0.000 -0.000 -0.000 -0.000/L1
DZ mm. -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0 1/L1
-17 -16 -16 -0 -17/L1
-5 -3 -3 -0 -5/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
-0.396 -0.265 -0.259 -0.005 -0.396/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 329 223 220 3 329/L1
0 0 0 0 0/L1
202 137 135 2 202/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.050 1.386 1.367 0.019 2.050/L1
0.000 0.000 0.000 0.000 0.000/L1
0.008 0.005 0.005 0.000 0.008/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 67 45 45 1 67/L1
0 0 0 0 0/L1
261 176 174 2 261/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.115 1.430 1.411 0.019 2.115/L1
0.000 0.000 0.000 0.000 0.000/L1
0.050 0.034 0.033 0.000 0.050/L1
390
391
392
463 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 55 37 37 0 55/L1
0 0 0 0 0/L1
-150 -102 -100 -1 -150/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.160 1.460 1.441 0.020 2.160/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.036 -0.024 -0.024 -0.000 -0.036/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 56 38 37 1 56/L1
-0 -0 -0 -0 -0/L1
-1593 -1076 -1062 -15 -1593/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.206 1.491 1.471 0.020 2.206/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.381 -0.258 -0.254 -0.004 -0.381/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 49 33 33 0 49/L1
-1 -1 -1 -0 -1/L1
-3787 -2559 -2524 -35 -3787/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.253 1.523 1.502 0.020 2.253/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.055 -0.713 -0.703 -0.010 -1.055/L1
393
394
395
396
Bi-linear X2; Bilinear X2;
464 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 4998 3377 3331 46 4998/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -522 -353 -348 -5 -522/L1
155 105 103 1 155/L1
-20 -13 -13 -0 -20/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.098 -0.066 -0.065 -0.001 -0.098/L1
0.029 0.020 0.019 0.000 0.029/L1
-0.614 -0.415 -0.409 -0.006 -0.614/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -209 -141 -139 -2 -209/L1
298 201 198 3 298/L1
-17 -11 -11 -0 -17/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.039 -0.026 -0.026 -0.000 -0.039/L1
0.056 0.038 0.037 0.001 0.056/L1
-0.512 -0.345 -0.340 -0.005 -0.512/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -31 -21 -20
-114 -77 -76
-11 -8 -8
0 0 0
0 0 0
0 0 0
-0.007 -0.005 -0.005
-0.027 -0.018 -0.018
-0.447 -0.301 -0.297
397
398
399
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-4 -3 -3 -0 -4/L1
-4977 -3364 -3318 -46 -4977/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.212 1.495 1.475 0.020 2.212/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-1.108 -0.749 -0.738 -0.010 -1.108/L1
465 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -31/L1
FY N. -1 -114/L1
FZ N. -0 -11/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.000 -0.007/L1
DY mm. -0.000 -0.027/L1
DZ mm. -0.004 -0.447/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 13 9 9 0 13/L1
-1490 -1006 -992 -14 -1490/L1
-10 -7 -6 -0 -10/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.003 0.002 0.002 0.000 0.003/L1
-0.357 -0.241 -0.238 -0.003 -0.357/L1
-0.382 -0.258 -0.254 -0.004 -0.382/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 11 7 7 0 11/L1
-2887 -1950 -1923 -27 -2887/L1
-5 -4 -4 -0 -5/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.004 0.003 0.003 0.000 0.004/L1
-1.017 -0.687 -0.678 -0.010 -1.017/L1
-0.317 -0.214 -0.211 -0.003 -0.317/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 5 3 3 0 5/L1
-1420 -959 -946 -13 -1420/L1
581 393 387 5 581/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.003 0.002 0.002 0.000 0.003/L1
-1.215 -0.821 -0.809 -0.011 -1.215/L1
-0.264 -0.178 -0.175 -0.003 -0.264/L1
401
402
403
404
Bi-linear
466 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear X2; Bi-linear X2 -1 -1 -1 -0 -1/L1
145 98 97 1 145/L1
-180 -122 -120 -2 -180/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.564 -0.381 -0.375 -0.006 -0.564/L1
-0.631 -0.426 -0.420 -0.006 -0.631/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0 -0 -0/L1
1246 842 830 12 1246/L1
-1275 -861 -849 -12 -1275/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.257 -0.173 -0.170 -0.003 -0.257/L1
-0.860 -0.581 -0.572 -0.008 -0.860/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 0 0 0 0/L1
2415 1631 1608 23 2415/L1
-2433 -1643 -1620 -23 -2433/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.334 0.226 0.223 0.003 0.334/L1
-1.373 -0.927 -0.914 -0.013 -1.373/L1
1(HYD)
Bi-linear X2; Bilinear X2; Bi-linear X2 0
1520
-641
0
0
0
0.000
0.562
-1.514
405
406
407
467 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 0 0 0 0/L1
FY N. 1027 1013 14 1520/L1
FZ N. -433 -427 -6 -641/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.000 0.000 0.000 0.000/L1
DY mm. 0.380 0.375 0.005 0.562/L1
DZ mm. -1.022 -1.008 -0.015 -1.514/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
1107 748 738 10 1107/L1
-37 -25 -25 -0 -37/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.265 0.179 0.177 0.002 0.265/L1
-1.473 -0.995 -0.980 -0.014 -1.473/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
225 152 150 2 225/L1
-36 -25 -24 -0 -36/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.054 0.036 0.036 0.001 0.054/L1
-1.433 -0.967 -0.953 -0.014 -1.433/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y 1 1 1 -0 1/L1
-289 -288 -288 -0 -289/L1
-87 -86 -86 -0 -87/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.002 0.001 0.001 0.000 0.002/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.330 -0.219 -0.215 -0.004 -0.330/L1
408
409
410
411
Bi-linear X2; Bi-
468 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear Y2; Bi-linear Z2 -0 -0 -0 -0 -0/L1
-85 -57 -57 -1 -85/L1
-44 -30 -29 -0 -44/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.016 -0.011 -0.011 -0.000 -0.016/L1
-1.392 -0.940 -0.926 -0.013 -1.392/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Bi-linear Z2 0 0 0 0 0/L1
-136 -92 -90 -1 -136/L1
-227 -153 -151 -2 -227/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.005 -0.003 -0.003 -0.000 -0.005/L1
-1.333 -0.900 -0.887 -0.013 -1.333/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Bi-linear Z2 0 0 0 0 0/L1
2 1 1 0 2/L1
-274 -184 -182 -3 -274/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.904 -0.609 -0.600 -0.009 -0.904/L1
1(HYD) 2(OPE)
Bi-linear X2; Bilinear Y2; Bi-linear Z2 -0 -0
1 1
-90 -61
0 0
0 0
0 0
-0.000 -0.000
0.000 0.000
-0.529 -0.355
412
413
414
469 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0/L1
FY N. 1 -0 1/L3
FZ N. -59 -1 -90/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -0.000 -0.000 -0.000/L1
DY mm. 0.000 -0.000 0.000/L3
DZ mm. -0.349 -0.006 -0.529/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Bi-linear Z2 -0 -0 -0 -0 -0/L1
2 1 1 0 2/L1
-15 -10 -10 -0 -15/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.484 -0.325 -0.319 -0.006 -0.484/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Bi-linear Z2 -0 -0 -0 -0 -0/L1
-3 -3 -3 0 -3/L3
-12 -8 -8 -0 -12/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.001 -0.001 -0.001 0.000 -0.001/L3
-0.455 -0.305 -0.299 -0.006 -0.455/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Bi-linear Z2 0 0 0 0 0/L1
-15 -15 -15 0 -15/L1
-11 -7 -7 -0 -11/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
-0.425 -0.285 -0.279 -0.006 -0.425/L1
415
416
417
470 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 6 4 4 0 6/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 10 7 7 0 10/L1
0 0 0 0 0/L1
366 248 244 4 366/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.446 0.301 0.297 0.004 0.446/L1
0.000 0.000 0.000 0.000 0.000/L1
0.099 0.067 0.066 0.001 0.099/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 165 111 110 1 165/L1
-3 -3 -3 0 -3/L1
-151 -102 -101 -1 -151/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.439 0.297 0.292 0.004 0.439/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.334 0.226 0.222 0.004 0.334/L1
419
421
422
423
Bi-linear Z2; Bilinear X2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
-85 -57 -56 -1 -85/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.221 0.149 0.147 0.002 0.221/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.019 -0.013 -0.013 -0.000 -0.019/L1
471 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 55 37 37 1 55/L1
FY N. 0 0 0 -0 0/L3
FZ N. 6 4 4 0 6/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. 0.013 0.009 0.008 0.000 0.013/L1
DY mm. 0.000 0.000 0.000 -0.000 0.000/L3
DZ mm. 0.221 0.149 0.147 0.002 0.221/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -363 -245 -242 -3 -363/L1
0 0 0 -0 0/L3
10 7 7 0 10/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.098 -0.066 -0.065 -0.001 -0.098/L1
0.000 0.000 0.000 -0.000 0.000/L3
0.446 0.301 0.297 0.004 0.446/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 156 105 104 1 156/L1
-3 -3 -3 -0 -3/L1
170 115 113 1 170/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.331 -0.224 -0.221 -0.003 -0.331/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.439 0.297 0.293 0.004 0.439/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Y2; Rigid GUI; Bilinear Z2; Bi-linear X2 -34 -23 -23
-17 -17 -17
-3 -2 -2
0 0 0
0 0 0
0 0 0
-0.000 -0.000 -0.000
-0.008 -0.008 -0.008
-0.267 -0.177 -0.174
424
425
430
472 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -34/L1
FY N. 0 -17/L1
FZ N. -0 -3/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.000 -0.000/L1
DY mm. 0.000 -0.008/L1
DZ mm. -0.002 -0.267/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -11 -7 -7 -0 -11/L1
-15 -15 -15 0 -15/L1
-6 -4 -4 -0 -6/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.003 -0.002 -0.002 -0.000 -0.003/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
-0.240 -0.158 -0.156 -0.002 -0.240/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 23 16 15 0 23/L1
-3 -3 -3 0 -3/L1
-5 -4 -4 -0 -5/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.006 0.004 0.004 0.000 0.006/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.212 -0.140 -0.138 -0.002 -0.212/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 319 216 213 3 319/L1
2 2 2 -0 2/L1
-9 -6 -6 -0 -9/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.039 0.026 0.026 0.000 0.039/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.184 -0.122 -0.120 -0.002 -0.184/L1
431
432
433
434
Bi-linear
473 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 -1105 -746 -736 -10 -1105/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 -10909 -7368 -7267 -101 -10909/L1
2 2 2 0 2/L1
-1555 -1012 -995 -17 -1555/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.054 -0.712 -0.702 -0.010 -1.054/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.025 -0.017 -0.016 -0.000 -0.025/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1568 -1059 -1044 -15 -1568/L1
1 1 1 0 1/L1
-1 -1 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.261 -0.176 -0.174 -0.002 -0.261/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.022 -0.014 -0.013 -0.000 -0.022/L1
440
441
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1 1 1 -0 1/L1
-8 -5 -5 -0 -8/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.091 -0.062 -0.061 -0.001 -0.091/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.105 -0.069 -0.068 -0.001 -0.105/L1
474 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Z2; Bilinear X2; Bi-linear Y2 -55 -37 -36 -0 -55/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 214 143 141 2 214/L1
-15 -15 -15 0 -15/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.051 0.034 0.034 0.000 0.051/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.018 -0.011 -0.010 -0.000 -0.018/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 104 68 67 1 104/L1
-17 -16 -16 0 -17/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.050 0.033 0.032 0.000 0.050/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
-0.016 -0.009 -0.009 -0.000 -0.016/L1
442
443
445
446
Bi-linear X2; Bilinear Z2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-3 -3 -3 0 -3/L1
-1 -0 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.013 -0.009 -0.009 -0.000 -0.013/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.020 -0.012 -0.012 -0.000 -0.020/L1
475 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -264 -177 -174 -3 -264/L1
FY N. -0 -0 -0 -0 -0/L1
FZ N. -4 -2 -2 -0 -4/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. -0.516 -0.346 -0.340 -0.006 -0.516/L1
DY mm. -0.000 -0.000 -0.000 -0.000 -0.000/L1
DZ mm. -0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -58 -38 -38 -1 -58/L1
2 2 2 0 2/L1
5 4 4 0 5/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.359 -0.238 -0.234 -0.005 -0.359/L1
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -11 -7 -7 -0 -11/L1
1 1 1 -0 1/L1
-3 -2 -2 -0 -3/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.339 -0.225 -0.220 -0.004 -0.339/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -8 -5 -5 -0
-3 -3 -3 -0
-1 -1 -1 -0
0 0 0 0
0 0 0 0
0 0 0 0
-0.326 -0.216 -0.212 -0.004
-0.001 -0.001 -0.001 -0.000
-0.000 -0.000 -0.000 -0.000
447
448
449
476 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. -8/L1
FY N. -3/L1
FZ N. -1/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. -0.326/L1
DY mm. -0.001/L1
DZ mm. -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -8 -5 -5 -0 -8/L1
-15 -15 -15 -0 -15/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.313 -0.207 -0.203 -0.004 -0.313/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y 49 42 40 1 49/L1
-289 -288 -288 0 -289/L1
-72 -76 -76 1 -76/L3
0 0 0 0
0 0 0 0
0 0 0 0
0.009 0.003 0.003 -0.000 0.009/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.013 -0.005 -0.005 0.000 -0.013/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Rigid GUI -22 -21 -20 -1 -22/L1
-17 -16 -16 0 -17/L1
-0 -0 -0 0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.008 -0.008 -0.008 0.000 -0.008/L1
-0.011 -0.003 -0.005 0.001 -0.011/L1
451
460
480
481
Bi-linear Z2; Bilinear X2;
477 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 2 3 3 0 3/L2
-15 -15 -15 -0 -15/L1
-0 -0 -0 0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.001 0.001 0.000 0.001/L2
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.011 -0.003 -0.004 0.001 -0.011/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 2 2 0 2/L2
-3 -3 -3 -0 -3/L1
-0 -0 -0 0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L2
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-0.010 -0.002 -0.004 0.001 -0.010/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0 1/L2
1 1 1 -0 1/L1
-0 -0 -0 0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L2
0.000 0.000 0.000 -0.000 0.000/L1
-0.009 -0.002 -0.003 0.001 -0.009/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0
2 2 2
-1 -0 -0
0 0 0
0 0 0
0 0 0
-0.000 -0.000 -0.000
0.000 0.000 0.000
-0.008 -0.001 -0.003
482
483
484
478 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -0/L2
FY N. 0 2/L1
FZ N. 0 -1/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.000 -0.000/L2
DY mm. 0.000 0.000/L1
DZ mm. 0.001 -0.008/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 0 0 0 0/L1
2330 1575 1554 21 2330/L1
2331 1575 1554 21 2331/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.796 0.538 0.530 0.007 0.796/L1
0.846 0.572 0.564 0.008 0.846/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 -0 0/L3
-2654 -1794 -1769 -24 -2654/L1
-13 -9 -8 -0 -13/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 -0.000 0.000/L3
-0.935 -0.632 -0.623 -0.009 -0.935/L1
-0.731 -0.494 -0.487 -0.007 -0.731/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0 -0 -0/L1
1320 892 880 12 1320/L1
1322 893 881 12 1322/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.273 0.184 0.182 0.002 0.273/L1
0.360 0.243 0.240 0.003 0.360/L1
485
486
487
488
Bi-linear
479 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear X2; Bi-linear X2 -0 -0 -0 -0 -0/L1
307 208 205 3 307/L1
311 210 207 3 311/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.002 0.001 0.001 0.000 0.002/L1
0.126 0.085 0.084 0.001 0.126/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L2
-0 -0 -0 -0 -0/L1
-0 1 1 0 1/L2
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 0.003 0.002 0.001 0.003/L2
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2; Bi-linear Z2; Bilinear X2; Bi-linear Y2 1114 754 744
-0 -0 -0
13086 8844 8724
0 0 0
0 0 0
0 0 0
0.032 0.021 0.021
-0.000 -0.000 -0.000
0.166 0.112 0.111
489
490
480 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. 10 1114/L1
FY N. -0 -0/L1
FZ N. 120 13086/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. 0.000 0.032/L1
DY mm. -0.000 -0.000/L1
DZ mm. 0.002 0.166/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L2
0 0 0 0 0/L1
10 8 7 1 10/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
0.015 0.012 0.011 0.001 0.015/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L2
-0 -0 -0 -0 -0/L1
63 44 43 1 63/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.041 0.029 0.028 0.001 0.041/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L2
0 0 0 0 0/L1
325 220 217 3 325/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
0.213 0.144 0.142 0.002 0.213/L1
491
492
493
494
Bi-linear
481 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L2
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
3 2 2 0 3/L1
276 187 184 3 276/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
0.680 0.459 0.453 0.006 0.680/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-183 -124 -122 -2 -183/L1
139 94 92 1 139/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.007 -0.005 -0.005 -0.000 -0.007/L1
0.862 0.583 0.575 0.008 0.862/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0
-182
28
0
0
0
-0.000
-0.035
0.890
495
496
497
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 -0 -0/L1
282 191 188 3 282/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.433 0.293 0.289 0.004 0.433/L1
482 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0 -0/L1
FY N. -123 -121 -2 -182/L1
FZ N. 19 19 0 28/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000/L1
DY mm. -0.024 -0.023 -0.000 -0.035/L1
DZ mm. 0.602 0.594 0.008 0.890/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -244 -165 -162 -2 -244/L1
0 -0 -0 0 -0/L3
1 1 1 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.448 -0.303 -0.299 -0.004 -0.448/L1
0.000 -0.000 -0.000 0.000 -0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -419 -283 -279 -4 -419/L1
-0 -0 -0 -0 -0/L2
-5 -4 -4 -0 -5/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.014 -0.685 -0.676 -0.009 -1.014/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -4832 -3266 -3222 -45 -4832/L1
0 0 0 0 0/L1
-38 -25 -25 -0 -38/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.346 -0.910 -0.897 -0.013 -1.346/L1
0.000 0.000 0.000 0.000 0.000/L1
-1.727 -1.167 -1.151 -0.015 -1.727/L1
498
499
500
483 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
212 143 141 2 212/L1
23 16 15 0 23/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.051 0.034 0.034 0.000 0.051/L1
0.909 0.615 0.606 0.008 0.909/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
1468 992 978 13 1468/L1
24 16 16 0 24/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.352 0.238 0.234 0.003 0.352/L1
0.929 0.628 0.619 0.009 0.929/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
2510 1696 1673 23 2510/L1
16 11 11 0 16/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.884 0.597 0.589 0.008 0.884/L1
0.949 0.641 0.632 0.009 0.949/L1
501
502
503
504
Bi-linear X2; Bilinear X2;
484 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2 0 0 0 0 0/L1
1736 1173 1158 16 1736/L1
724 490 483 7 724/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.959 0.648 0.639 0.009 0.959/L1
0.958 0.648 0.639 0.009 0.958/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 0 0 0 0/L1
-338 -228 -225 -3 -338/L1
-333 -225 -222 -3 -333/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.155 -0.105 -0.104 -0.001 -0.155/L1
0.017 0.012 0.012 0.000 0.017/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 0 0 0 0/L1
-1281 -866 -854 -12 -1281/L1
-1276 -862 -851 -12 -1276/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.411 -0.278 -0.274 -0.004 -0.411/L1
-0.202 -0.136 -0.134 -0.002 -0.202/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0
-2201 -1488 -1468
-2197 -1485 -1465
0 0 0
0 0 0
0 0 0
-0.000 -0.000 -0.000
-0.898 -0.607 -0.599
-0.652 -0.440 -0.434
505
506
507
485 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -0/L1
FY N. -20 -2201/L1
FZ N. -20 -2197/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.000 -0.000/L1
DY mm. -0.008 -0.898/L1
DZ mm. -0.006 -0.652/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0 -0 -0/L1
-1724 -1165 -1150 -16 -1724/L1
-717 -485 -478 -7 -717/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.036 -0.700 -0.691 -0.010 -1.036/L1
-0.747 -0.505 -0.498 -0.007 -0.747/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-1513 -1022 -1008 -14 -1513/L1
-18 -12 -12 -0 -18/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.362 -0.245 -0.242 -0.003 -0.362/L1
-0.708 -0.479 -0.472 -0.006 -0.708/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-0 -0 -0 -0 -0/L2
-216 -146 -143 -2 -216/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.440 -0.296 -0.292 -0.005 -0.440/L1
508
509
510
511
Bi-linear
486 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-198 -134 -132 -2 -198/L1
-17 -12 -12 -0 -17/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.047 -0.032 -0.032 -0.000 -0.047/L1
-0.686 -0.463 -0.457 -0.006 -0.686/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
203 137 135 2 203/L1
-21 -14 -14 -0 -21/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.039 0.026 0.026 0.000 0.039/L1
-0.664 -0.449 -0.443 -0.006 -0.664/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
190 128 127 2 190/L1
-101 -69 -68 -1 -101/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.007 0.005 0.005 0.000 0.007/L1
-0.631 -0.427 -0.421 -0.006 -0.631/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0
-3
-144
0
0
0
-0.000
-0.000
-0.408
512
513
514
487 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0 -0/L1
FY N. -2 -2 -0 -3/L1
FZ N. -97 -96 -1 -144/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000/L1
DY mm. -0.000 -0.000 -0.000 -0.000/L1
DZ mm. -0.276 -0.272 -0.004 -0.408/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
1 0 0 0 1/L1
-48 -33 -32 -0 -48/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.114 -0.077 -0.076 -0.001 -0.114/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -223 -150 -148 -2 -223/L1
0 0 0 0 0/L1
264 178 176 2 264/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.385 -0.936 -0.924 -0.012 -1.385/L1
0.000 0.000 0.000 0.000 0.000/L1
0.010 0.007 0.007 0.000 0.010/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -46 -31 -30 -0 -46/L1
0 0 0 0 0/L1
363 245 242 3 363/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.441 -0.973 -0.961 -0.013 -1.441/L1
0.000 0.000 0.000 0.000 0.000/L1
0.070 0.047 0.046 0.001 0.070/L1
515
517
518
488 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -37 -25 -25 -0 -37/L1
0 0 0 0 0/L1
-163 -110 -109 -1 -163/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.478 -0.999 -0.986 -0.013 -1.478/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.039 -0.026 -0.026 -0.000 -0.039/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0 1/L1
-17 -16 -16 0 -17/L1
-1 -0 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.000 0.000 0.000 0.001/L1
-0.008 -0.008 -0.008 0.000 -0.008/L1
-0.056 -0.036 -0.034 -0.002 -0.056/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -38 -26 -26 -0 -38/L1
-0 -0 -0 -0 -0/L1
-2066 -1397 -1377 -19 -2066/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.517 -1.024 -1.011 -0.013 -1.517/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.495 -0.334 -0.330 -0.005 -0.495/L1
519
520
521
522
Bi-linear X2; Bilinear Z2;
489 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 -34 -23 -23 -0 -34/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 -5222 -3529 -3481 -48 -5222/L1
-0 -0 -0 -0 -0/L1
-5225 -3531 -3483 -48 -5225/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.670 -1.129 -1.114 -0.015 -1.670/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.807 -1.221 -1.204 -0.017 -1.807/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -2041 -1379 -1360 -19 -2041/L1
0 0 0 0 0/L1
-43 -29 -29 -0 -43/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.489 -0.330 -0.326 -0.005 -0.489/L1
0.000 0.000 0.000 0.000 0.000/L1
-1.691 -1.142 -1.127 -0.015 -1.691/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -197 -133 -131
0 0 0
-42 -28 -28
0 0 0
0 0 0
0 0 0
-0.047 -0.032 -0.031
0.000 0.000 0.000
-1.656 -1.119 -1.104
523
524
525
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 -0 -0/L1
-5049 -3413 -3366 -47 -5049/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.555 -1.051 -1.037 -0.014 -1.555/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.406 -0.951 -0.937 -0.013 -1.406/L1
490 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -2 -197/L1
FY N. 0 0/L1
FZ N. -0 -42/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.000 -0.047/L1
DY mm. 0.000 0.000/L1
DZ mm. -0.015 -1.656/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 330 223 220 3 330/L1
0 0 0 0 0/L1
-51 -35 -34 -0 -51/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.063 0.043 0.042 0.001 0.063/L1
0.000 0.000 0.000 0.000 0.000/L1
-1.622 -1.095 -1.081 -0.014 -1.622/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 259 175 172 2 259/L1
-0 -0 -0 -0 -0/L1
-252 -170 -168 -2 -252/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.010 0.007 0.007 0.000 0.010/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.571 -1.061 -1.047 -0.014 -1.571/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -5 -3 -3 -0 -5/L1
-0 -0 -0 -0 -0/L2
-545 -368 -363 -5 -545/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-1.240 -0.837 -0.826 -0.011 -1.240/L1
526
527
528
529
Bi-linear
491 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
0 0 0 0 0/L1
-112 -75 -74 -1 -112/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.289 -0.194 -0.191 -0.003 -0.289/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-0 -0 -0 -0 -0/L1
-56 -37 -36 -1 -56/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.166 -0.111 -0.108 -0.003 -0.166/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0
2
-14
0
0
0
-0.000
0.000
-0.087
531
532
533
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
-449 -303 -299 -4 -449/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.754 -0.509 -0.502 -0.007 -0.754/L1
492 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0 -0/L1
FY N. 2 2 0 2/L1
FZ N. -9 -9 -0 -14/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000/L1
DY mm. 0.000 0.000 0.000 0.000/L1
DZ mm. -0.057 -0.054 -0.002 -0.087/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
1 1 1 0 1/L1
-2 -2 -2 -0 -2/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.076 -0.050 -0.048 -0.002 -0.076/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-3 -3 -3 0 -3/L1
-2 -1 -1 -0 -2/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-0.069 -0.045 -0.043 -0.002 -0.069/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
-15 -15 -15 0 -15/L1
-2 -1 -1 -0 -2/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.063 -0.041 -0.038 -0.002 -0.063/L1
534
535
536
493 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y 6 6 6 -0 6/L3
-289 -288 -288 0 -289/L1
-87 -86 -86 -0 -87/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.003 0.002 0.002 0.000 0.003/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.041 -0.025 -0.024 -0.001 -0.041/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid GUI; Bi-linear Z2; Bilinear X2; Bi-linear Y2 21 14 14 0 21/L1
-17 -16 -16 0 -17/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
-0.029 -0.017 -0.017 -0.000 -0.029/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -26 -18 -18 -0 -26/L1
-15 -15 -15 0 -15/L1
-1 -0 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.006 -0.004 -0.004 -0.000 -0.006/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
-0.024 -0.013 -0.013 -0.000 -0.024/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -98
-3
-0
0
0
0
-0.024
-0.001
-0.018
540
560
561
562
494 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -66 -65 -1 -98/L1
FY N. -3 -3 0 -3/L1
FZ N. -0 -0 -0 -0/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.016 -0.016 -0.000 -0.024/L1
DY mm. -0.001 -0.001 0.000 -0.001/L1
DZ mm. -0.010 -0.010 -0.000 -0.018/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -316 -214 -211 -3 -316/L1
2 2 2 0 2/L1
-1 -0 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.048 -0.033 -0.032 -0.000 -0.048/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.013 -0.007 -0.007 -0.000 -0.013/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1800 1216 1200 17 1800/L1
1 1 1 -0 1/L1
-0 -0 -0 0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.202 0.136 0.134 0.002 0.202/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.002 -0.000 -0.000 0.000 -0.002/L1
563
564
570
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2; Bi-linear
495 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 10531 7117 7021 97 10531/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 529 357 353 5 529/L1
0 0 0 -0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.342 0.231 0.228 0.003 0.342/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 164 111 110 2 164/L1
-0 -0 -0 0 -0/L3
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.106 0.072 0.071 0.001 0.106/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 46
0
-0
0
0
0
0.035
0.000
-0.000
571
572
573
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 -0 -0/L1
1228 831 820 11 1228/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.105 0.747 0.737 0.010 1.105/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.010 0.007 0.006 0.000 0.010/L1
496 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 31 31 0 46/L1
FY N. 0 0 -0 0/L1
FZ N. -0 -0 -0 -0/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.024 0.023 0.000 0.035/L1
DY mm. 0.000 0.000 -0.000 0.000/L1
DZ mm. -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 18 12 12 0 18/L1
-0 -0 -0 0 -0/L3
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.017 0.011 0.011 0.000 0.017/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1861 1258 1241 17 1861/L1
1 1 1 0 1/L1
3 2 2 0 3/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.217 0.146 0.144 0.002 0.217/L1
0.000 0.000 0.000 0.000 0.000/L1
0.062 0.041 0.040 0.000 0.062/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -301 -203 -200 -3 -301/L1
2 2 2 0 2/L1
4 3 3 0 4/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.047 -0.032 -0.031 -0.000 -0.047/L1
0.000 0.000 0.000 0.000 0.000/L1
0.114 0.075 0.075 0.001 0.114/L1
574
575
576
497 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -107 -72 -71 -1 -107/L1
-3 -3 -3 -0 -3/L1
4 2 2 0 4/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.026 -0.017 -0.017 -0.000 -0.026/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.140 0.092 0.091 0.001 0.140/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -25 -17 -17 -0 -25/L1
-15 -15 -15 -0 -15/L1
4 3 3 0 4/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.006 -0.004 -0.004 -0.000 -0.006/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
0.165 0.109 0.108 0.001 0.165/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 35 24 24 0
0 0 0 0
-120 -81 -80 -1
0 0 0 0
0 0 0 0
0 0 0 0
0.012 0.008 0.008 0.000
0.000 0.000 0.000 0.000
-0.001 -0.001 -0.001 -0.000
577
578
580
498 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. 35/L1
FY N. 0/L1
FZ N. -120/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. 0.012/L1
DY mm. 0.000/L1
DZ mm. -0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 19 13 13 0 19/L1
1 1 1 -0 1/L3
6 4 4 0 6/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.005 0.003 0.003 0.000 0.005/L1
0.000 0.000 0.000 -0.000 0.000/L3
0.228 0.154 0.152 0.002 0.228/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 2 2 2 0 2/L1
1 1 1 -0 1/L1
12 8 8 0 12/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.000 0.000 0.000 0.001/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.457 0.309 0.304 0.004 0.457/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -2 -1 -1 -0 -2/L1
-0 -0 -0 -0 -0/L1
13 8 8 0 13/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.000 -0.000 -0.000 -0.001/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.686 0.463 0.457 0.006 0.686/L1
581
582
583
584
Bi-linear Z2; Bi-
499 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear X2; Bi-linear Y2 -2 -1 -1 -0 -2/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1 -1 -1 -0 -1/L1
-8 -8 -8 0 -8/L1
26 17 17 0 26/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.002 -0.002 -0.002 0.000 -0.002/L1
1.016 0.687 0.677 0.009 1.016/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-18 -18 -18 0 -18/L1
32 21 21 0 32/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
1.246 0.842 0.830 0.011 1.246/L1
585
586
590
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2;
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-1 -1 -1 -0 -1/L1
14 10 10 0 14/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.000 -0.000 -0.000 -0.001/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.786 0.532 0.524 0.007 0.786/L1
500 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Y2 95 65 63 1 95/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 9 6 6 0 9/L1
-0 -0 -0 0 -0/L1
-1 -0 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.020 0.014 0.013 0.001 0.020/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 3 3 2 0 3/L1
0 0 0 -0 0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.009 0.007 0.006 0.001 0.009/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 1
2
-0
0
0
0
0.003
0.000
-0.000
591
592
593
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
-1011 -685 -674 -10 -1011/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.034 0.023 0.022 0.000 0.034/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.010 -0.007 -0.007 -0.000 -0.010/L1
501 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 0 0 0 1/L1
FY N. 2 2 0 2/L1
FZ N. -0 -0 -0 -0/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.003 0.002 0.001 0.003/L1
DY mm. 0.000 0.000 0.000 0.000/L1
DZ mm. -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 0 0 0 0/L2
1 1 1 -0 1/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.002 0.003 0.002 0.001 0.003/L2
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 0 0 0 0/L2
-3 -3 -3 -0 -3/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.002 0.002 0.001 0.001 0.002/L2
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 0 0 0 0/L2
-15 -15 -15 0 -15/L1
-0 0 -0 0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.002 0.001 0.001 0.002/L2
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.000 0.000 -0.000 0.000 -0.000/L1
594
595
596
502 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 49 33 33 1 49/L1
0 0 0 -0 0/L3
6 4 4 0 6/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.011 0.008 0.007 0.000 0.011/L1
0.000 0.000 0.000 -0.000 0.000/L3
0.215 0.145 0.143 0.002 0.215/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -356 -241 -238 -3 -356/L1
-0 -0 -0 -0 -0/L1
10 7 7 0 10/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.096 -0.065 -0.064 -0.001 -0.096/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.440 0.298 0.294 0.004 0.440/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 0 0 0 0/L2
-17 -16 -16 0 -17/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.002 0.001 0.001 0.002/L2
-0.008 -0.008 -0.008 0.000 -0.008/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
597
598
600
601
Bi-linear X2; Bilinear X2;
503 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 156 105 104 1 156/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y 10 9 7 1 10/L1
-289 -288 -288 0 -289/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid GUI; Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 -0 -0 -0 -0/L2
-17 -16 -16 0 -17/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.001 -0.000 -0.001 -0.001/L2
-0.008 -0.008 -0.008 -0.000 -0.008/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 -0 -0 -0 -0/L2
-15 -15 -15 0 -15/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.001 -0.000 -0.001 -0.001/L2
-0.004 -0.004 -0.004 0.000 -0.004/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
620
640
641
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-3 -3 -3 -0 -3/L1
169 114 113 1 169/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.327 -0.221 -0.218 -0.003 -0.327/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.435 0.294 0.290 0.004 0.435/L1
504 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 -0 -0 -0 -0/L2
-3 -3 -3 0 -3/L1
-1 -1 -1 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.002 -0.001 -0.001 -0.002/L2
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 -0 -0 -0 -0/L2
1 1 1 0 1/L1
-3 -2 -2 -0 -3/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.002 -0.001 -0.001 -0.002/L2
0.000 0.000 0.000 0.000 0.000/L1
-0.001 -0.000 -0.000 -0.000 -0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
2 2 2 -0 2/L1
8 5 5 0 8/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.002 -0.002 -0.001 -0.001 -0.002/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
642
643
644
645
Bi-linear X2; Bilinear Z2;
505 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 -1 -1 -1 -0 -1/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 8 6 5 0 8/L1
-17 -17 -17 -0 -17/L1
2 2 2 0 2/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.004 0.003 0.003 0.000 0.004/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
0.191 0.126 0.125 0.002 0.191/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y 2 2 2 -0 2/L1
-289 -288 -288 0 -289/L1
87 86 86 -0 87/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.006 0.004 0.004 0.000 0.006/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.248 0.165 0.162 0.003 0.248/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Rigid GUI; Bi-linear Z2 7 5 4 0 7/L1
-17 -16 -16 0 -17/L1
4 3 3 0 4/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.008 -0.008 -0.008 0.000 -0.008/L1
0.309 0.207 0.203 0.004 0.309/L1
800
820
830
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L3
-9 -6 -6 -0 -9/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.006 -0.004 -0.003 -0.000 -0.006/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
-0.000 -0.000 -0.000 -0.000 -0.000/L1
506 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -2 -1 -1 -0 -2/L1
-16 -16 -16 -0 -16/L1
9 6 6 0 9/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
0.337 0.226 0.221 0.005 0.337/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1 -1 -1 -0 -1/L1
-5 -5 -5 -0 -5/L1
9 6 6 0 9/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.364 0.244 0.239 0.005 0.364/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1 -0 -0 -0 -1/L1
-3 -2 -2 -0 -3/L1
12 8 8 0 12/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.001 -0.000 -0.000 -0.000 -0.001/L1
0.391 0.263 0.258 0.005 0.391/L1
831
832
833
835
Bi-linear X2; Bilinear X2;
507 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2 0 0 0 -0 0/L3
2157 1457 1437 21 2157/L1
2155 1455 1435 21 2155/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 -0.000 0.000/L3
0.828 0.560 0.553 0.007 0.828/L1
0.690 0.466 0.459 0.007 0.690/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 0 -0/L3
-2489 -1681 -1658 -24 -2489/L1
-14 -9 -9 -0 -14/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 0.000 -0.000/L3
-0.877 -0.592 -0.584 -0.008 -0.877/L1
-0.784 -0.530 -0.524 -0.007 -0.784/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0 -0 -0/L1
1257 849 837 12 1257/L1
1255 848 836 12 1255/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.345 0.234 0.231 0.003 0.345/L1
0.256 0.173 0.170 0.003 0.256/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0
15 11 11
47 31 31
0 0 0
0 0 0
0 0 0
0.000 0.000 0.000
0.001 0.001 0.001
0.433 0.291 0.286
836
837
838
508 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. 0 0/L1
FY N. 0 15/L1
FZ N. 1 47/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. 0.000 0.000/L1
DY mm. 0.000 0.001/L1
DZ mm. 0.005 0.433/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
-188 -127 -125 -2 -188/L1
68 46 45 1 68/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.011 -0.007 -0.007 -0.000 -0.011/L1
0.632 0.426 0.419 0.007 0.632/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 -13968 -9440 -9312 -128 -13968/L1
1 0 0 0 1/L1
-1552 -1050 -1037 -13 -1552/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.091 -0.062 -0.061 -0.001 -0.091/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.017 -0.012 -0.011 -0.000 -0.017/L1
1(HYD) 2(OPE)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0
-188 -127
21 14
0 0
0 0
0 0
-0.000 -0.000
-0.036 -0.024
0.676 0.456
839
840
841
509 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0/L1
FY N. -125 -2 -188/L1
FZ N. 14 0 21/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -0.000 -0.000 -0.000/L1
DY mm. -0.024 -0.000 -0.036/L1
DZ mm. 0.448 0.007 0.676/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
195 132 130 2 195/L1
18 12 12 0 18/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.047 0.032 0.031 0.000 0.047/L1
0.706 0.476 0.468 0.007 0.706/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 0 -0/L3
1437 971 958 13 1437/L1
19 13 12 0 19/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.344 0.233 0.229 0.003 0.344/L1
0.736 0.496 0.489 0.008 0.736/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 -0 0/L3
2501 1690 1668 23 2501/L1
13 9 9 0 13/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 -0.000 0.000/L3
0.881 0.595 0.587 0.008 0.881/L1
0.766 0.517 0.509 0.008 0.766/L1
842
843
844
510 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear X2; Bi-linear X2 0 0 0 -0 0/L3
1658 1120 1105 15 1658/L1
690 466 460 6 690/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 -0.000 0.000/L3
0.970 0.656 0.647 0.009 0.970/L1
0.784 0.529 0.521 0.008 0.784/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0 -0 -0/L1
295 199 196 3 295/L1
293 198 196 3 293/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.085 0.058 0.058 0.000 0.085/L1
0.045 0.030 0.029 0.001 0.045/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 0 0 -0 0/L3
-292 -197 -195 -3 -292/L1
-292 -197 -194 -3 -292/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 -0.000 0.000/L3
-0.073 -0.049 -0.048 -0.001 -0.073/L1
-0.057 -0.039 -0.039 -0.000 -0.057/L1
845
846
847
848
Bi-linear X2; Bilinear X2; Bi-linear X2
511 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 0 0 0 0 0/L1
FY N. -1260 -852 -840 -12 -1260/L1
FZ N. -1259 -851 -839 -12 -1259/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. 0.000 0.000 0.000 0.000 0.000/L1
DY mm. -0.334 -0.225 -0.222 -0.004 -0.334/L1
DZ mm. -0.269 -0.182 -0.180 -0.002 -0.269/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 0 -0 -0 0 -0/L3
-2168 -1465 -1445 -20 -2168/L1
-2166 -1464 -1444 -20 -2166/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 -0.000 0.000 -0.000/L3
-0.820 -0.554 -0.546 -0.008 -0.820/L1
-0.706 -0.478 -0.472 -0.006 -0.706/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear X2 -0 -0 -0 0 -0/L3
-1659 -1121 -1106 -15 -1659/L1
-691 -467 -460 -6 -691/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 0.000 -0.000/L3
-0.963 -0.651 -0.642 -0.009 -0.963/L1
-0.801 -0.542 -0.535 -0.007 -0.801/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0
-1432 -967 -954 -13
-19 -13 -13 -0
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000
-0.343 -0.232 -0.228 -0.003
-0.754 -0.510 -0.504 -0.006
849
850
851
512 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. -0/L1
FY N. -1432/L1
FZ N. -19/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. -0.000/L1
DY mm. -0.343/L1
DZ mm. -0.754/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-195 -131 -130 -2 -195/L1
-18 -12 -12 -0 -18/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.047 -0.031 -0.031 -0.000 -0.047/L1
-0.724 -0.490 -0.484 -0.006 -0.724/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1 -0 -0 -0 -1/L1
187 126 124 2 187/L1
-22 -15 -15 -0 -22/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.036 0.024 0.024 0.000 0.036/L1
-0.694 -0.470 -0.464 -0.006 -0.694/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0 1/L1
179 121 119 2 179/L1
-110 -75 -74 -1 -110/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.006 0.004 0.004 0.000 0.006/L1
-0.650 -0.440 -0.434 -0.006 -0.650/L1
852
853
854
855
Bi-linear Z2; Bi-
513 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear X2; Bi-linear Y2 -1 -1 -1 -0 -1/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
-0 -0 -0 -0 -0/L1
22 15 15 0 22/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.014 0.010 0.009 0.000 0.014/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
0 0 0 0 0/L1
122 83 82 1 122/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
0.067 0.046 0.045 0.001 0.067/L1
856
857
900
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2;
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-3 -2 -2 -0 -3/L1
-98 -66 -65 -1 -98/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.324 -0.219 -0.217 -0.003 -0.324/L1
514 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Y2 83 56 55 1 83/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 17 12 12 0 17/L1
0 0 0 0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.011 0.008 0.007 0.000 0.011/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 38 25 25 0 38/L1
-0 -0 -0 -0 -0/L2
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.024 0.016 0.016 0.000 0.024/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 107
0
-0
0
0
0
0.075
0.000
-0.000
901
902
903
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 0 0 -0 -0/L1
979 663 653 10 979/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.016 0.011 0.010 0.000 0.016/L1
-0.000 0.000 0.000 -0.000 -0.000/L1
0.004 0.003 0.003 0.000 0.004/L1
515 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 72 71 1 107/L1
FY N. 0 0 0 0/L1
FZ N. -0 -0 -0 -0/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.050 0.050 0.001 0.075/L1
DY mm. 0.000 0.000 0.000 0.000/L1
DZ mm. -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 275 186 183 2 275/L1
-0 -0 -0 -0 -0/L2
1 1 1 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.208 0.141 0.139 0.002 0.208/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -383 -259 -255 -4 -383/L1
1 0 0 0 1/L1
-13 -9 -9 -0 -13/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.070 -0.047 -0.047 -0.001 -0.070/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.405 -0.274 -0.270 -0.004 -0.405/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 175 118 117 2 175/L1
-3 -3 -3 0 -3/L3
-188 -127 -125 -2 -188/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.285 -0.193 -0.190 -0.003 -0.285/L1
-0.001 -0.001 -0.001 0.000 -0.001/L3
-0.406 -0.275 -0.271 -0.004 -0.406/L1
904
905
906
516 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 2700 1824 1800 24 2700/L1
-0 -0 -0 -0 -0/L1
823 557 549 9 823/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.576 0.389 0.384 0.005 0.576/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.007 0.005 0.005 0.000 0.007/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 79 53 53 1 79/L1
1 1 1 0 1/L1
-73 -50 -49 -1 -73/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.787 0.531 0.524 0.007 0.787/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.004 -0.003 -0.003 -0.000 -0.004/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 63 43 42 1
-0 -0 -0 -0
736 497 491 7
0 0 0 0
0 0 0 0
0 0 0 0
1.003 0.678 0.669 0.009
-0.000 -0.000 -0.000 -0.000
0.071 0.048 0.047 0.001
910
911
912
517 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. 63/L1
FY N. -0/L1
FZ N. 736/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. 1.003/L1
DY mm. -0.000/L1
DZ mm. 0.071/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 27 18 18 0 27/L1
0 0 0 -0 0/L1
-173 -117 -115 -2 -173/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.059 0.715 0.706 0.009 1.059/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.041 -0.028 -0.028 -0.000 -0.041/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 28 19 19 0 28/L1
0 0 0 0 0/L1
-2013 -1361 -1342 -19 -2013/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.115 0.753 0.743 0.010 1.115/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.482 -0.326 -0.321 -0.004 -0.482/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 26 17 17 0 26/L1
0 0 0 0 0/L1
-5063 -3423 -3376 -47 -5063/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.171 0.791 0.781 0.010 1.171/L1
0.000 0.000 0.000 0.000 0.000/L1
-1.410 -0.953 -0.940 -0.013 -1.410/L1
913
914
915
916
Bi-linear X2; Bi-
518 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear X2; Bi-linear Y2 4861 3285 3240 45 4861/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 43 28 28 0 43/L1
-0 -0 -0 0 -0/L1
-14 -9 -9 -0 -14/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.008 0.005 0.005 0.000 0.008/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.410 -0.277 -0.274 -0.004 -0.410/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 118 80 79 1 118/L1
-3 -3 -3 0 -3/L1
-131 -88 -87 -1 -131/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.300 -0.203 -0.200 -0.003 -0.300/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.383 -0.259 -0.255 -0.004 -0.383/L1
1(HYD) 2(OPE)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 4163 2814
-0 -0
-41 -28
0 0
0 0
0 0
1.160 0.784
-0.000 -0.000
-1.875 -1.266
917
918
920
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
-4871 -3292 -3247 -45 -4871/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.339 0.905 0.893 0.012 1.339/L1
0.000 0.000 0.000 0.000 0.000/L1
-1.900 -1.284 -1.267 -0.017 -1.900/L1
519 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. 2775 39 4163/L1
FY N. -0 -0 -0/L1
FZ N. -27 -0 -41/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. 0.773 0.011 1.160/L1
DY mm. -0.000 -0.000 -0.000/L1
DZ mm. -1.250 -0.017 -1.875/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1862 1258 1241 17 1862/L1
-0 -0 -0 -0 -0/L1
-46 -31 -31 -0 -46/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.446 0.301 0.297 0.004 0.446/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.830 -1.236 -1.220 -0.016 -1.830/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 237 160 158 2 237/L1
-0 -0 -0 -0 -0/L1
-45 -31 -30 -0 -45/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.057 0.038 0.038 0.001 0.057/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.786 -1.207 -1.191 -0.016 -1.786/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -255 -172 -170 -2 -255/L1
-0 -0 -0 -0 -0/L2
-55 -37 -37 -0 -55/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.049 -0.033 -0.033 -0.000 -0.049/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-1.743 -1.178 -1.162 -0.015 -1.743/L1
921
922
923
520 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Z2; Bilinear X2; Bi-linear Y2 -236 -160 -157 -2 -236/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 6 4 4 0 6/L1
-0 -0 -0 0 -0/L3
-481 -325 -321 -4 -481/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
-1.259 -0.850 -0.839 -0.011 -1.259/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -6 -4 -4 -0 -6/L1
0 0 0 -0 0/L3
-333 -225 -222 -3 -333/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 -0.000 0.000/L3
-0.692 -0.468 -0.461 -0.006 -0.692/L1
924
925
926
930
Bi-linear Z2; Bilinear X2; Bi-linear
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L2
-270 -182 -180 -2 -270/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.009 -0.006 -0.006 -0.000 -0.009/L1
0.000 0.000 0.000 0.000 0.000/L2
-1.680 -1.135 -1.120 -0.015 -1.680/L1
521 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 125 84 83 1 125/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 0 0 0 1/L1
-0 -0 -0 0 -0/L2
476 322 317 4 476/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
0.335 0.226 0.223 0.003 0.335/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1 -1 -1 -0 -1/L1
-0 -0 -0 0 -0/L3
511 345 340 5 511/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.784 0.529 0.523 0.007 0.784/L1
931
932
933
Bi-linear Z2; Bilinear X2;
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
-769 -520 -513 -7 -769/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.000 0.000 0.000 0.001/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.229 -0.155 -0.153 -0.002 -0.229/L1
522 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 5 3 3 0 5/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -252 -170 -168 -2 -252/L1
-0 -0 -0 0 -0/L1
260 175 173 2 260/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.010 -0.006 -0.006 -0.000 -0.010/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.615 1.091 1.077 0.014 1.615/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -308 -208 -205 -3 -308/L1
0 0 0 -0 0/L1
53 36 35 0 53/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.059 -0.040 -0.039 -0.001 -0.059/L1
0.000 0.000 0.000 -0.000 0.000/L1
1.669 1.127 1.113 0.015 1.669/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 210 142 140
0 0 0
43 29 29
0 0 0
0 0 0
0 0 0
0.050 0.034 0.034
0.000 0.000 0.000
1.705 1.152 1.137
934
935
936
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L2
513 347 342 5 513/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
1.264 0.854 0.843 0.011 1.264/L1
523 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. 2 210/L1
FY N. -0 0/L1
FZ N. 0 43/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. 0.000 0.050/L1
DY mm. -0.000 0.000/L1
DZ mm. 0.015 1.705/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1992 1347 1328 19 1992/L1
0 0 0 -0 0/L1
44 30 29 0 44/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.477 0.323 0.318 0.004 0.477/L1
0.000 0.000 0.000 -0.000 0.000/L1
1.743 1.177 1.162 0.015 1.743/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 4640 3136 3093 43 4640/L1
-0 -0 -0 0 -0/L1
39 26 26 0 39/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.292 0.874 0.862 0.012 1.292/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.781 1.203 1.187 0.016 1.781/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 5128 3466 3419 47 5128/L1
-0 -0 -0 0 -0/L1
5133 3469 3422 47 5133/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.572 1.063 1.048 0.014 1.572/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.843 1.246 1.229 0.017 1.843/L1
937
938
939
940
Bi-linear
524 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear Z2; Bi-linear Y2 31 21 21 0 31/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 35 24 24 0 35/L1
0 0 0 -0 0/L1
2042 1380 1361 19 2042/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.396 0.943 0.931 0.012 1.396/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.489 0.331 0.326 0.005 0.489/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 34 23 23 0 34/L1
0 0 0 -0 0/L1
140 95 93 1 140/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.353 0.914 0.902 0.012 1.353/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.034 0.023 0.022 0.000 0.034/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 42
0
-382
0
0
0
1.311
0.000
-0.073
941
942
943
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L1
5069 3426 3379 47 5069/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.440 0.973 0.960 0.013 1.440/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.412 0.954 0.941 0.013 1.412/L1
525 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 28 28 0 42/L1
FY N. 0 0 0 0/L1
FZ N. -258 -255 -4 -382/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.886 0.874 0.012 1.311/L1
DY mm. 0.000 0.000 -0.000 0.000/L1
DZ mm. -0.050 -0.049 -0.001 -0.073/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 191 129 127 2 191/L1
-0 -0 -0 0 -0/L1
-242 -163 -161 -2 -242/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.248 0.843 0.832 0.011 1.248/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.010 -0.006 -0.006 -0.000 -0.010/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 225 152 150 2 225/L1
0 0 0 0 0/L1
-27 -18 -18 -0 -27/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.838 0.566 0.559 0.007 0.838/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.001 -0.000 -0.000 -0.000 -0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -6 -4 -4 -0 -6/L1
1 1 1 -0 1/L1
-358 -242 -239 -3 -358/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.228 -0.154 -0.152 -0.002 -0.228/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.086 -0.058 -0.057 -0.001 -0.086/L1
944
945
946
526 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -12 -8 -8 -0 -12/L1
1 1 1 -0 1/L1
-40 -27 -27 -0 -40/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.457 -0.309 -0.305 -0.004 -0.457/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.010 -0.006 -0.006 -0.000 -0.010/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -13 -8 -8 -0 -13/L1
-0 -0 -0 -0 -0/L1
33 22 22 0 33/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.686 -0.464 -0.457 -0.006 -0.686/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.011 0.007 0.007 0.000 0.011/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -14 -10 -10 -0 -14/L1
-1 -1 -1 0 -1/L1
34 23 23 0 34/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.787 -0.532 -0.524 -0.007 -0.787/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.011 0.008 0.008 0.000 0.011/L1
947
948
949
950
Bi-linear X2; Bilinear Z2;
527 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 1450 980 967 13 1450/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 234 158 156 2 234/L1
-0 -0 -0 0 -0/L2
1 1 1 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.136 0.092 0.091 0.001 0.136/L1
-0.000 -0.000 -0.000 0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -26 -17 -17 -0 -26/L1
-8 -8 -8 0 -8/L1
28 19 19 0 28/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.016 -0.687 -0.677 -0.009 -1.016/L1
-0.002 -0.002 -0.002 0.000 -0.002/L1
0.007 0.005 0.004 0.000 0.007/L1
951
952
953
Bi-linear X2; Bi-
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L3
867 587 578 9 867/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.467 0.316 0.312 0.004 0.467/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
0.006 0.004 0.004 0.000 0.006/L1
528 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear Z2; Bi-linear Y2 -32 -21 -21 -0 -32/L1
-18 -18 -18 0 -18/L1
7 5 5 0 7/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.246 -0.842 -0.831 -0.011 -1.246/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.002 0.001 0.001 0.000 0.002/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 739 499 492 7 739/L1
0 0 0 -0 0/L1
-6 -4 -4 -0 -6/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.168 0.114 0.112 0.002 0.168/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.222 -0.150 -0.148 -0.002 -0.222/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -400 -271 -267 -4 -400/L1
-0 -0 -0 -0 -0/L1
-10 -7 -7 -0 -10/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.108 -0.073 -0.072 -0.001 -0.108/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.450 -0.304 -0.300 -0.004 -0.450/L1
1(HYD) 2(OPE)
Bi-linear X2; Bilinear X2; Bi-linear Y2 62 42
-3 -3
-77 -52
0 0
0 0
0 0
-0.385 -0.260
-0.001 -0.001
-0.431 -0.292
954
955
956
529 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. 41 1 62/L1
FY N. -3 0 -3/L1
FZ N. -51 -1 -77/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -0.257 -0.004 -0.385/L1
DY mm. -0.001 -0.000 -0.001/L1
DZ mm. -0.287 -0.004 -0.431/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 71 48 47 1 71/L1
0 0 0 0 0/L1
120 81 80 1 120/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.017 0.012 0.012 0.000 0.017/L1
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 6 4 4 0 6/L1
-0 -0 -0 0 -0/L2
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.004 0.003 0.003 0.000 0.004/L1
-0.000 -0.000 -0.000 0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 1
0
-0
0
0
0
0.002
0.000
-0.000
960
961
962
530 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 1 1 0 1/L1
FY N. 0 0 0 0/L1
FZ N. -0 -0 -0 -0/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.002 0.001 0.000 0.002/L1
DY mm. 0.000 0.000 -0.000 0.000/L1
DZ mm. -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 0 0 0 0/L2
-0 -0 -0 0 -0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.001 0.000 0.001 0.001/L2
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 0 0 0 0/L2
2 2 2 0 2/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.001 0.000 0.001 0.001/L2
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 0 -0 0 0/L4
1 1 1 0 1/L1
-1 -0 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 0.001 -0.000 0.001 0.001/L4
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
963
964
965
531 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 0 -0 0 0/L4
-3 -3 -3 0 -3/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 0.001 -0.000 0.001 0.001/L4
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -0 0 -0 0 0/L4
-15 -15 -15 0 -15/L1
3 2 2 0 3/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 0.001 -0.000 0.001 0.001/L4
-0.004 -0.004 -0.004 -0.000 -0.004/L1
0.001 0.001 0.001 0.000 0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 24 16 16 0 24/L1
1 1 1 -0 1/L1
-6 -4 -4 -0 -6/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.006 0.004 0.004 0.000 0.006/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.228 -0.154 -0.152 -0.002 -0.228/L1
966
967
968
970
Bi-linear X2; Bilinear Z2;
532 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 -0 0 -0 0 0/L4
-17 -16 -16 0 -17/L1
5 3 3 0 5/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 0.001 -0.000 0.001 0.001/L4
-0.008 -0.008 -0.008 -0.000 -0.008/L1
0.002 0.002 0.002 0.000 0.002/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0 1/L1
1 1 1 -0 1/L1
-12 -8 -8 -0 -12/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.457 -0.309 -0.305 -0.004 -0.457/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -3 -2 -2 -0 -3/L1
-0 -0 -0 -0 -0/L1
-13 -8 -8 -0 -13/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.686 -0.464 -0.457 -0.006 -0.686/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -3 -2 -2
-1 -1 -1
-14 -10 -10
0 0 0
0 0 0
0 0 0
-0.001 -0.001 -0.001
-0.000 -0.000 -0.000
-0.787 -0.532 -0.525
971
972
973
533 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -3/L1
FY N. -0 -1/L1
FZ N. -0 -14/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.000 -0.001/L1
DY mm. -0.000 -0.000/L1
DZ mm. -0.007 -0.787/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -2 -1 -1 -0 -2/L1
-8 -8 -8 0 -8/L1
-26 -17 -17 -0 -26/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.002 -0.002 -0.002 0.000 -0.002/L1
-1.016 -0.687 -0.678 -0.009 -1.016/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-18 -18 -18 0 -18/L1
-32 -21 -21 -0 -32/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
-1.246 -0.842 -0.831 -0.011 -1.246/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y 0 7 0 7 7/L2
-289 -288 -288 0 -289/L1
-37 -25 -25 -0 -37/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L2
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
974
975
990
1010
Bi-linear Y2; Rigid GUI; Bilinear X2;
534 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Z2 0 -0 0 -0 -0/L4
-17 -17 -17 0 -17/L1
151 102 101 1 151/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 0.000 -0.001 -0.001/L4
-0.008 -0.008 -0.008 0.000 -0.008/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 -0 0 -0 -0/L4
-15 -15 -15 0 -15/L1
107 72 71 1 107/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 0.000 -0.001 -0.001/L4
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.026 0.017 0.017 0.000 0.026/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 -0 0 -0 -0/L4
-3 -3 -3 0 -3/L1
109 73 72 1 109/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 0.000 -0.000 -0.000/L4
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.026 0.018 0.017 0.000 0.026/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 -0 0
3 3 3
-381 -258 -254
0 0 0
0 0 0
0 0 0
0.000 -0.000 0.000
0.001 0.001 0.001
-0.082 -0.056 -0.055
1011
1012
1013
535 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -0/L4
FY N. 0 3/L1
FZ N. -4 -381/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.000 -0.000/L4
DY mm. -0.000 0.001/L1
DZ mm. -0.001 -0.082/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 0 -0 0 -0 -0/L4
5 5 5 0 5/L1
-2604 -1762 -1738 -24 -2604/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 -0.000 0.000 -0.000 -0.000/L4
0.001 0.001 0.001 -0.000 0.001/L1
-0.509 -0.344 -0.340 -0.005 -0.509/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -4 -3 -2 -0 -4/L1
-17 -16 -16 0 -17/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.300 -0.198 -0.194 -0.004 -0.300/L1
-0.008 -0.008 -0.008 0.000 -0.008/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y -87 -86 -86 0 -87/L1
-289 -288 -288 0 -289/L1
0 0 0 -0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.272 -0.178 -0.175 -0.003 -0.272/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1014
1200
1220
1240
Bi-linear Z2; Bilinear Y2; Rigid GUI;
536 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2 -3 -2 -2 -0 -3/L1
-17 -17 -17 -0 -17/L1
-1 -0 -0 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.247 -0.161 -0.159 -0.002 -0.247/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -6 -4 -4 -0 -6/L1
-15 -15 -15 0 -15/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.236 -0.154 -0.152 -0.002 -0.236/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -6 -4 -4 -0 -6/L1
-3 -3 -3 0 -3/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.225 -0.147 -0.145 -0.002 -0.225/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -11 -7 -7
2 2 2
7 5 5
0 0 0
0 0 0
0 0 0
-0.214 -0.139 -0.138
0.000 0.000 0.000
0.001 0.001 0.001
1241
1242
1243
537 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -0 -11/L1
FY N. 0 2/L1
FZ N. 0 7/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.002 -0.214/L1
DY mm. 0.000 0.000/L1
DZ mm. 0.000 0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -15 -10 -9 -0 -15/L1
2 2 2 0 2/L1
-52 -33 -33 -0 -52/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.179 -0.117 -0.116 -0.001 -0.179/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.004 -0.002 -0.002 -0.000 -0.004/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 -362 -237 -234 -3 -362/L1
-1 -1 -1 0 -1/L1
992 672 662 10 992/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.145 -0.095 -0.094 -0.001 -0.145/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.020 0.014 0.013 0.000 0.020/L1
1(HYD) 2(OPE)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -257 -168
0 0
-5 -4
0 0
0 0
0 0
-0.058 -0.038
0.000 0.000
-0.206 -0.139
1244
1250
1251
538 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. -166 -2 -257/L1
FY N. 0 0 0/L1
FZ N. -4 -0 -5/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -0.038 -0.000 -0.058/L1
DY mm. 0.000 0.000 0.000/L1
DZ mm. -0.137 -0.002 -0.206/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 343 232 229 3 343/L1
-0 -0 -0 0 -0/L1
-10 -7 -6 -0 -10/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.093 0.063 0.062 0.001 0.093/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.432 -0.292 -0.288 -0.004 -0.432/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 -131 -89 -88 -1 -131/L1
-3 -3 -3 0 -3/L1
-145 -98 -97 -1 -145/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.333 0.225 0.222 0.003 0.333/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.424 -0.287 -0.283 -0.004 -0.424/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 -170
-0
-251
0
0
0
-0.055
-0.000
-0.001
1252
1253
1260
539 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -111 -110 -1 -170/L1
FY N. -0 -0 0 -0/L2
FZ N. -170 -167 -2 -251/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.036 -0.035 -0.000 -0.055/L1
DY mm. -0.000 -0.000 0.000 -0.000/L2
DZ mm. -0.001 -0.001 -0.000 -0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -24 -15 -15 -0 -24/L1
0 0 0 0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.015 -0.010 -0.010 -0.000 -0.015/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 1 1 1 0 1/L1
0 0 0 0 0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.000 0.000 0.000 0.001/L1
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 27 18 18 0 27/L1
-0 -0 -0 0 -0/L2
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.017 0.012 0.012 0.000 0.017/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1261
1262
1263
540 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 98 66 65 1 98/L1
0 0 0 0 0/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.060 0.041 0.040 0.001 0.060/L1
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -81 -53 -53 -1 -81/L1
-0 -0 -0 -0 -0/L1
6 4 4 0 6/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.019 -0.013 -0.013 -0.000 -0.019/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.225 0.152 0.150 0.002 0.225/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -7 -5 -5 -0 -7/L1
0 0 0 0 0/L1
11 8 8 0 11/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.002 -0.001 -0.001 -0.000 -0.002/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.452 0.305 0.301 0.004 0.452/L1
1264
1265
1266
1267
Bi-linear Z2; Bilinear X2;
541 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 16 11 10 0 16/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 9 6 6 0 9/L1
1 1 1 0 1/L1
45 31 30 0 45/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.001 0.001 0.000 0.001/L1
0.000 0.000 0.000 0.000 0.000/L1
1.060 0.717 0.707 0.010 1.060/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
-1 -1 -1 0 -1/L1
49 33 33 0 49/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.443 0.975 0.962 0.013 1.443/L1
1268
1269
1270
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
23 16 15 0 23/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.003 0.002 0.002 0.000 0.003/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.679 0.459 0.452 0.006 0.679/L1
542 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear Y2 1104 746 736 10 1104/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-7 -7 -7 0 -7/L1
42 29 28 0 42/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.002 -0.002 -0.002 0.000 -0.002/L1
1.672 1.130 1.115 0.015 1.672/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-18 -18 -18 0 -18/L1
48 33 32 0 48/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
1.901 1.285 1.268 0.017 1.901/L1
1(HYD) 2(OPE)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 503 340
0 0
-13 -9
0 0
0 0
0 0
0.092 0.062
0.000 0.000
-0.401 -0.271
1271
1272
1273
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
1083 733 722 11 1083/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.213 0.144 0.142 0.002 0.213/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.005 0.004 0.004 0.000 0.005/L1
543 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. 335 5 503/L1
FY N. 0 0 0/L1
FZ N. -9 -0 -13/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. 0.061 0.001 0.092/L1
DY mm. 0.000 0.000 0.000/L1
DZ mm. -0.267 -0.004 -0.401/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 -205 -139 -137 -2 -205/L1
-3 -3 -3 0 -3/L1
-218 -147 -145 -2 -218/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.272 0.184 0.181 0.003 0.272/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.413 -0.279 -0.275 -0.004 -0.413/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 525 355 350 5 525/L1
-0 -0 -0 0 -0/L1
-6 -4 -4 -0 -6/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.959 0.648 0.639 0.008 0.959/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 287 194 191 3 287/L1
0 0 0 0 0/L1
256 173 171 2 256/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.445 0.976 0.963 0.013 1.445/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.008 0.005 0.005 0.000 0.008/L1
1274
1280
1281
544 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 48 32 32 0 48/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 39 26 26 0 39/L1
-0 -0 -0 0 -0/L1
-180 -121 -120 -2 -180/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.543 1.042 1.029 0.014 1.543/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.043 -0.029 -0.029 -0.000 -0.043/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 40 27 27 0 40/L1
-0 -0 -0 0 -0/L1
-2009 -1358 -1339 -19 -2009/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.583 1.070 1.056 0.014 1.583/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.481 -0.325 -0.321 -0.004 -0.481/L1
1282
1283
1284
1285
Bi-linear X2; Bilinear Z2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L1
334 226 223 3 334/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.503 1.015 1.002 0.013 1.503/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.064 0.043 0.043 0.001 0.064/L1
545 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 35 24 24 0 35/L1
FY N. 0 0 0 0 0/L1
FZ N. -4816 -3256 -3211 -45 -4816/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. 1.624 1.097 1.083 0.014 1.624/L1
DY mm. 0.000 0.000 0.000 0.000 0.000/L1
DZ mm. -1.342 -0.907 -0.894 -0.012 -1.342/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 5116 3457 3410 47 5116/L1
0 0 0 0 0/L1
-5115 -3457 -3410 -47 -5115/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.718 1.161 1.145 0.016 1.718/L1
0.000 0.000 0.000 0.000 0.000/L1
-1.688 -1.141 -1.125 -0.015 -1.688/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 4865 3288 3243 45 4865/L1
0 0 0 0 0/L1
-35 -23 -23 -0 -35/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.355 0.916 0.903 0.013 1.355/L1
0.000 0.000 0.000 -0.000 0.000/L1
-1.587 -1.072 -1.058 -0.014 -1.587/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 2016 1363 1344 19
-0 -0 -0 0
-39 -26 -26 -0
0 0 0 0
0 0 0 0
0 0 0 0
0.483 0.326 0.322 0.004
-0.000 -0.000 -0.000 -0.000
-1.545 -1.044 -1.030 -0.014
1286
1290
1291
546 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. 2016/L1
FY N. -0/L2
FZ N. -39/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. 0.483/L1
DY mm. -0.000/L2
DZ mm. -1.545/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 175 119 117 2 175/L1
-0 -0 -0 0 -0/L2
-38 -26 -25 -0 -38/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.042 0.028 0.028 0.000 0.042/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-1.504 -1.016 -1.003 -0.013 -1.504/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -340 -230 -227 -3 -340/L1
-0 -0 -0 0 -0/L2
-46 -31 -31 -0 -46/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.065 -0.044 -0.043 -0.001 -0.065/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-1.463 -0.989 -0.976 -0.013 -1.463/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -269 -182 -180 -2 -269/L1
0 0 0 0 0/L2
-167 -113 -111 -1 -167/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.014 -0.009 -0.009 -0.000 -0.014/L1
0.000 0.000 0.000 0.000 0.000/L2
-1.404 -0.948 -0.936 -0.012 -1.404/L1
1292
1293
1294
1295
Bi-linear Z2; Bi-
547 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear X2; Bi-linear Y2 19 13 12 0 19/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -16 -11 -11 -0 -16/L1
0 0 0 0 0/L2
-281 -190 -187 -2 -281/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 -0.000 0.000/L2
-0.851 -0.575 -0.568 -0.008 -0.851/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 1047 708 698 10 1047/L1
0 0 0 0 0/L1
-1117 -755 -745 -10 -1117/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.005 0.003 0.003 0.000 0.005/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.329 -0.222 -0.219 -0.003 -0.329/L1
1300
1310
1311
Bi-linear
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L2
-222 -150 -148 -2 -222/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.000 0.000 0.000 0.001/L1
-0.000 -0.000 -0.000 0.000 -0.000/L2
-1.113 -0.752 -0.742 -0.010 -1.113/L1
548 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 1 0 0 0 1/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-17 -17 -17 0 -17/L1
5 3 3 0 5/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
0.386 0.253 0.250 0.002 0.386/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-0 -0 -0 0 -0/L2
81 53 52 0 81/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
0.070 0.045 0.045 0.000 0.070/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0
0
110
0
0
0
0.000
0.000
0.169
1312
1313
1315
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 -0 -0 0 -0/L2
-87 -59 -59 -1 -87/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 -0.000 -0.000 0.000 -0.000/L2
-0.047 -0.032 -0.032 -0.000 -0.047/L1
549 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 0 0 0 0/L1
FY N. 0 0 0 0/L1
FZ N. 72 71 1 110/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.000 0.000 0.000 0.000/L1
DY mm. 0.000 0.000 0.000 0.000/L1
DZ mm. 0.110 0.109 0.001 0.169/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Rigid +Y -0 -0 -0 -0 -0/L1
-287 -286 -286 0 -287/L1
86 86 86 0 86/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.404 0.266 0.263 0.004 0.404/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Bi-linear Z2 -0 -0 -0 -0 -0/L1
-0 -0 -0 0 -0/L1
111 73 72 1 111/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.273 0.179 0.177 0.002 0.273/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Y2; Rigid GUI; Bi-linear Z2 1 1 1 0 1/L1
-15 -15 -15 0 -15/L1
5 4 4 0 5/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.007 -0.007 -0.007 0.000 -0.007/L1
0.425 0.282 0.277 0.005 0.425/L1
1316
1317
1319
1320
Bi-linear
550 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Z2; Bilinear X2; Bi-linear Y2 -90 -60 -60 -1 -90/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Bilinear Z2; Bi-linear X2 0 0 0 0 0/L1
2 2 2 0 2/L1
56 37 36 0 56/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
0.350 0.229 0.227 0.002 0.350/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Bilinear Z2; Bi-linear X2 -0 -0 -0 -0 -0/L1
1 1 1 0 1/L1
11 8 7 0 11/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
0.361 0.237 0.235 0.002 0.361/L1
1(HYD)
Bi-linear Y2; Bilinear Z2; Bi-linear X2 -0
-3
9
0
0
0
-0.000
-0.001
0.369
1321
1322
1323
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L1
75 51 50 1 75/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.004 -0.003 -0.003 -0.000 -0.004/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.534 0.358 0.353 0.005 0.534/L1
551 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -0 -0 -0 -0/L1
FY N. -3 -3 0 -3/L1
FZ N. 6 6 0 9/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.000 -0.000 -0.000 -0.000/L1
DY mm. -0.001 -0.001 -0.000 -0.001/L1
DZ mm. 0.242 0.240 0.002 0.369/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Bilinear Z2; Bi-linear X2 -0 -0 -0 -0 -0/L1
-16 -15 -15 0 -16/L1
10 6 6 0 10/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
0.377 0.247 0.245 0.002 0.377/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 0 0 0 1/L1
-15 -14 -14 0 -15/L1
11 7 7 0 11/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.003 -0.003 -0.003 0.000 -0.003/L1
0.435 0.289 0.284 0.005 0.435/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1
-3 -3 -3 0 -3/L1
11 7 7 0 11/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.445 0.296 0.291 0.005 0.445/L1
1324
1326
1327
552 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -9 -6 -6 -0 -9/L1
2 2 2 0 2/L1
26 18 17 0 26/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.455 0.303 0.298 0.005 0.455/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 42 28 28 0 42/L1
1 1 1 0 1/L1
45 30 29 0 45/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.003 0.002 0.002 0.000 0.003/L1
0.000 0.000 0.000 0.000 0.000/L1
0.493 0.330 0.325 0.005 0.493/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2; Bi-linear X2; Bilinear Z2; Bi-linear Y2 922
0
12122
0
0
0
0.058
0.000
0.629
1328
1329
1330
553 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 625 615 11 922/L1
FY N. 0 0 0 0/L1
FZ N. 8178 8065 113 12122/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 0.039 0.039 0.001 0.058/L1
DY mm. 0.000 0.000 0.000 0.000/L1
DZ mm. 0.425 0.419 0.006 0.629/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -108 -73 -72 -1 -108/L1
-0 -0 -0 -0 -0/L2
87 58 58 1 87/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.521 -0.352 -0.347 -0.004 -0.521/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
0.003 0.002 0.002 0.000 0.003/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -137 -92 -91 -1 -137/L1
0 0 0 -0 0/L1
146 99 97 1 146/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.114 -0.752 -0.742 -0.009 -1.114/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.007 0.005 0.005 0.000 0.007/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -39 -26 -26 -0 -39/L1
0 0 0 0 0/L1
256 173 171 3 256/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.226 -0.828 -0.817 -0.010 -1.226/L1
0.000 0.000 0.000 0.000 0.000/L1
0.049 0.033 0.033 0.001 0.049/L1
1332
1333
1334
554 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -33 -22 -22 -0 -33/L1
0 0 0 0 0/L1
-171 -115 -114 -1 -171/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.301 -0.879 -0.867 -0.011 -1.301/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.041 -0.028 -0.027 -0.000 -0.041/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -35 -24 -23 -0 -35/L1
-0 -0 -0 0 -0/L1
-1576 -1066 -1051 -15 -1576/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.377 -0.930 -0.918 -0.012 -1.377/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.377 -0.255 -0.252 -0.004 -0.377/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -32 -21 -21 -0 -32/L1
-0 -0 -0 0 -0/L1
-3621 -2450 -2414 -36 -3621/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.454 -0.981 -0.969 -0.012 -1.454/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-1.009 -0.682 -0.672 -0.010 -1.009/L1
1335
1336
1337
1338
Bi-linear X2; Bilinear X2;
555 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 -4069 -2751 -2713 -38 -4069/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -5 -4 -4 -0 -5/L1
-0 -0 -0 0 -0/L1
-517 -349 -345 -5 -517/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.209 -0.141 -0.139 -0.002 -0.209/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.124 -0.084 -0.083 -0.001 -0.124/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -4117 -2783 -2745 -38 -4117/L1
-0 -0 -0 -0 -0/L1
-23 -16 -15 -0 -23/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.147 -0.775 -0.765 -0.011 -1.147/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.061 -0.718 -0.707 -0.010 -1.061/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1640 -1109 -1093
0 0 0
-25 -17 -17
0 0 0
0 0 0
0 0 0
-0.393 -0.266 -0.262
0.000 0.000 0.000
-0.978 -0.661 -0.652
1339
1340
1341
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L1
-4064 -2748 -2709 -38 -4064/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.510 -1.020 -1.007 -0.014 -1.510/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.197 -0.810 -0.798 -0.012 -1.197/L1
556 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. -16 -1640/L1
FY N. 0 0/L1
FZ N. -0 -25/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. -0.004 -0.393/L1
DY mm. -0.000 0.000/L1
DZ mm. -0.010 -0.978/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -10 -7 -7 -0 -10/L1
-17 -17 -17 0 -17/L1
-6 -4 -4 -0 -6/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.005 -0.003 -0.003 -0.000 -0.005/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
-0.462 -0.313 -0.308 -0.005 -0.462/L1
-287 -286 -286 0 -287/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.279 -0.189 -0.186 -0.003 -0.279/L1
-15 -15 -15 0 -15/L1
-1 -1 -1 -0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.007 -0.007 -0.007 0.000 -0.007/L1
-0.102 -0.068 -0.068 -0.000 -0.102/L1
1342
1344 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
1346
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
1347
Rigid +Y 0 0 0 0
Rigid GUI; Bi-linear Z2; Bilinear X2; Bi-linear Y2 -16 -11 -11 -0 -16/L1 Bi-linear Z2; Bilinear X2;
557 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 -3 -2 -2 0 -3/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -57 -39 -38 -0 -57/L1
1 1 1 0 1/L1
30 20 20 0 30/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.005 -0.003 -0.003 -0.000 -0.005/L1
0.000 0.000 0.000 0.000 0.000/L1
0.412 0.279 0.275 0.004 0.412/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -462 -312 -308 -4 -462/L1
-0 -0 -0 -0 -0/L1
33 22 22 0 33/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.058 -0.039 -0.039 -0.001 -0.058/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.673 0.455 0.449 0.006 0.673/L1
1348
1349
1350
Bi-linear X2; Bi-
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
3 3 3 -0 3/L1
326 221 217 4 326/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.152 0.103 0.102 0.002 0.152/L1
558 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear Z2; Bi-linear Y2 30 20 20 0 30/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Bilinear Z2; Bi-linear X2 -101 -68 -67 -1 -101/L1
0 0 0 0 0/L1
-23 -15 -15 -0 -23/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.024 -0.016 -0.016 -0.000 -0.024/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.895 -0.606 -0.597 -0.009 -0.895/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Bilinear Z2; Bi-linear X2 309 209 206 3 309/L1
1 1 1 0 1/L1
-24 -16 -16 -0 -24/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.064 0.043 0.043 0.001 0.064/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.813 -0.550 -0.542 -0.008 -0.813/L1
1(HYD) 2(OPE)
Bi-linear Y2; Bilinear Z2; Bi-linear X2 184 125
1 1
-21 -14
0 0
0 0
0 0
0.038 0.026
0.000 0.000
-0.706 -0.478
1351
1352
1353
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
3347 2264 2231 32 3347/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.378 0.930 0.918 0.012 1.378/L1
0.000 0.000 0.000 0.000 0.000/L1
0.932 0.631 0.622 0.009 0.932/L1
559 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. 123 2 184/L1
FY N. 1 0 1/L1
FZ N. -14 -0 -21/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. 0.026 0.000 0.038/L1
DY mm. 0.000 0.000 0.000/L1
DZ mm. -0.471 -0.007 -0.706/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Bilinear Z2; Bi-linear X2 47 31 31 0 47/L1
-3 -3 -3 0 -3/L1
-16 -11 -11 -0 -16/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.011 0.008 0.007 0.000 0.011/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.624 -0.423 -0.416 -0.007 -0.624/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Bilinear Z2; Bi-linear X2 -6 -4 -4 -0 -6/L1
-16 -16 -16 0 -16/L1
-14 -9 -9 -0 -14/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.543 -0.368 -0.362 -0.006 -0.543/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -30 -20 -20 -0 -30/L1
-14 -14 -14 0 -14/L1
-1 -0 -0 0 -1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.007 -0.005 -0.005 -0.000 -0.007/L1
-0.003 -0.003 -0.003 -0.000 -0.003/L1
-0.021 -0.013 -0.014 0.000 -0.021/L1
1354
1355
1357
560 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Z2; Bilinear X2; Bi-linear Y2 -63 -43 -42 -1 -63/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 117 79 78 1 117/L1
-0 -0 -0 -0 -0/L1
19 13 13 0 19/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.028 0.019 0.019 0.000 0.028/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.766 0.518 0.511 0.007 0.766/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 1878 1268 1252 16 1878/L1
0 0 0 0 0/L1
757 511 505 7 757/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.780 0.527 0.520 0.007 0.780/L1
0.000 0.000 0.000 0.000 0.000/L1
0.014 0.010 0.010 0.000 0.014/L1
1358
1359
1360
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-3 -3 -3 0 -3/L1
2 1 1 0 2/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.014 -0.010 -0.009 -0.000 -0.014/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
0.060 0.041 0.040 0.001 0.060/L1
561 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1550 1048 1033 15 1550/L1
0 0 0 -0 0/L3
22 15 15 0 22/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.371 0.251 0.248 0.004 0.371/L1
0.000 0.000 0.000 -0.000 0.000/L3
0.859 0.581 0.573 0.008 0.859/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 3882 2625 2588 36 3882/L1
0 0 0 -0 0/L3
21 14 14 0 21/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.081 0.731 0.721 0.010 1.081/L1
0.000 0.000 0.000 -0.000 0.000/L3
0.953 0.644 0.635 0.009 0.953/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 3792 2563 2528 35 3792/L1
0 0 0 0 0/L1
3786 2559 2524 35 3786/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.430 0.967 0.953 0.013 1.430/L1
0.000 0.000 0.000 0.000 0.000/L1
1.092 0.738 0.728 0.010 1.092/L1
1361
1362
1363
1364
Bi-linear X2; Bilinear Z2;
562 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 33 22 22 0 33/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 31 21 20 0 31/L1
0 0 0 0 0/L1
191 129 128 2 191/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.205 0.814 0.804 0.011 1.205/L1
0.000 0.000 0.000 0.000 0.000/L1
0.046 0.031 0.031 0.000 0.046/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 43 29 29 0 43/L1
-0 -0 -0 -0 -0/L1
-298 -201 -198 -3 -298/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.120 0.757 0.747 0.010 1.120/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.047 -0.032 -0.032 -0.000 -0.047/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 49 33 32
-0 -0 -0
-656 -443 -437
0 0 0
0 0 0
0 0 0
0.949 0.641 0.633
-0.000 -0.000 -0.000
-0.078 -0.053 -0.052
1365
1366
1367
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 0 0/L1
1485 1004 990 14 1485/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.291 0.872 0.861 0.011 1.291/L1
0.000 0.000 0.000 0.000 0.000/L1
0.356 0.241 0.237 0.003 0.356/L1
563 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. 0 49/L1
FY N. -0 -0/L1
FZ N. -6 -656/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. 0.008 0.949/L1
DY mm. -0.000 -0.000/L1
DZ mm. -0.001 -0.078/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -11 -7 -7 -0 -11/L1
-0 -0 -0 0 -0/L1
-60 -41 -40 -1 -60/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.423 -0.286 -0.282 -0.004 -0.423/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.014 -0.010 -0.010 -0.000 -0.014/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -20 -14 -13 -0 -20/L1
-0 -0 -0 0 -0/L1
75 51 50 1 75/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.637 -0.430 -0.424 -0.006 -0.637/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.014 0.010 0.010 0.000 0.014/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 56 38 37 0 56/L1
-1 -1 -1 -0 -1/L1
13 9 8 0 13/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.134 0.090 0.089 0.001 0.134/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1368
1369
1370
1371
Bi-linear
564 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear Z2; Bi-linear Y2 -33 -23 -22 -0 -33/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -59 -40 -39 -1 -59/L1
-193 -131 -129 -2 -193/L1
4 3 3 0 4/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.406 -0.274 -0.270 -0.004 -0.406/L1
-0.008 -0.005 -0.005 -0.000 -0.008/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -14 -10 -9 -0 -14/L1
-216 -146 -144 -2 -216/L1
-2 -1 -1 -0 -2/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.449 -0.303 -0.299 -0.004 -0.449/L1
-0.041 -0.028 -0.028 -0.000 -0.041/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -12
184
-1
0
0
0
-0.477
0.044
-0.000
1372
1373
1374
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
5 3 3 0 5/L1
-7 -5 -5 -0 -7/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.133 -0.090 -0.089 -0.001 -0.133/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
565 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -8 -8 -0 -12/L1
FY N. 124 122 2 184/L1
FZ N. -1 -1 -0 -1/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.323 -0.318 -0.004 -0.477/L1
DY mm. 0.030 0.029 0.000 0.044/L1
DZ mm. -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear X2 -2042 -1380 -1361 -19 -2042/L1
2050 1386 1367 19 2050/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.480 -0.324 -0.320 -0.004 -0.480/L1
0.961 0.650 0.641 0.009 0.961/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 19 13 12 0 19/L1
-2359 -1595 -1573 -22 -2359/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.075 0.726 0.716 0.010 1.075/L1
-0.831 -0.562 -0.554 -0.008 -0.831/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear X2 -1211 -819 -808 -11 -1211/L1
1223 826 815 11 1223/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.072 -0.049 -0.048 -0.001 -0.072/L1
0.511 0.345 0.340 0.005 0.511/L1
0.000 0.000 0.000 0.000 0.000/L1
1375
1376
1377
566 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear X2 -341 -231 -228 -3 -341/L1
353 239 235 3 353/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.126 0.085 0.084 0.001 0.126/L1
0.269 0.182 0.180 0.002 0.269/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -13 -9 -9 -0 -13/L1
1518 1026 1012 14 1518/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.506 -0.342 -0.338 -0.005 -0.506/L1
0.364 0.246 0.242 0.003 0.364/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear X2; Bilinear Z2; Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 -2006 -1347 -1330 -17
-0 -0 -0 -0
-791 -537 -528 -9
0 0 0 0
0 0 0 0
0 0 0 0
-0.685 -0.460 -0.454 -0.006
-0.000 -0.000 -0.000 -0.000
-0.007 -0.004 -0.004 -0.000
1378
1379
1380
567 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. -2006/L1
FY N. -0/L1
FZ N. -791/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. -0.685/L1
DY mm. -0.000/L1
DZ mm. -0.007/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -9 -6 -6 -0 -9/L1
2717 1836 1811 25 2717/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.535 -0.362 -0.357 -0.005 -0.535/L1
0.957 0.647 0.638 0.009 0.957/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear X2 -696 -470 -464 -6 -696/L1
1678 1134 1119 15 1678/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.558 -0.377 -0.372 -0.005 -0.558/L1
1.078 0.728 0.719 0.010 1.078/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear X2 287 194 192 3 287/L1
-277 -188 -185 -3 -277/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.228 0.154 0.152 0.002 0.228/L1
0.111 0.075 0.074 0.001 0.111/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1381
1382
1383
1384
Bi-linear X2; Bi-
568 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear Z2; Bi-linear X2 1324 895 883 12 1324/L1
-1317 -890 -878 -12 -1317/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.464 0.314 0.310 0.004 0.464/L1
-0.168 -0.114 -0.112 -0.002 -0.168/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear X2 2373 1604 1582 22 2373/L1
-2369 -1601 -1579 -22 -2369/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.962 0.650 0.641 0.009 0.962/L1
-0.708 -0.479 -0.472 -0.007 -0.708/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear X2 714 482 476 7 714/L1
-1708 -1154 -1139 -16 -1708/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.082 0.731 0.721 0.010 1.082/L1
-0.886 -0.599 -0.590 -0.008 -0.886/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 27 18
-1407 -951
0 0
0 0
0 0
0 0
1.052 0.711
-0.337 -0.228
0.000 0.000
1385
1386
1387
569 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. 18 0 27/L1
FY N. -938 -13 -1407/L1
FZ N. 0 0 0/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. 0.702 0.010 1.052/L1
DY mm. -0.225 -0.003 -0.337/L1
DZ mm. 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 26 18 17 0 26/L1
-216 -146 -144 -2 -216/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.030 0.696 0.687 0.009 1.030/L1
-0.052 -0.035 -0.035 -0.000 -0.052/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 32 22 21 0 32/L1
164 111 109 2 164/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.009 0.682 0.673 0.009 1.009/L1
0.031 0.021 0.021 0.000 0.031/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -20 -13 -13 -0 -20/L1
-17 -17 -17 0 -17/L1
4 2 2 0 4/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.543 -1.036 -1.023 -0.013 -1.543/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
0.002 0.001 0.001 0.000 0.002/L1
1388
1389
1390
570 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 157 106 105 1 157/L1
175 118 117 2 175/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.977 0.661 0.652 0.009 0.977/L1
0.007 0.004 0.004 0.000 0.007/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 313 212 209 3 313/L1
-3 -2 -2 -0 -3/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.772 0.521 0.514 0.007 0.772/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 322 218 215 3 322/L1
0 0 0 0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.494 0.334 0.330 0.005 0.494/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1391
1392
1393
1394
Bi-linear X2; Bilinear Z2; Bi-linear Y2
571 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 289 195 193 3 289/L1
FY N. -0 -0 -0 -0 -0/L1
FZ N. 0 0 0 0 0/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. 0.249 0.168 0.166 0.002 0.249/L1
DY mm. -0.000 -0.000 -0.000 -0.000 -0.000/L1
DZ mm. 0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 73 49 49 1 73/L1
0 0 0 0 0/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.047 0.032 0.032 0.000 0.047/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -112 -75 -74 -1 -112/L1
0 0 0 -0 0/L3
1 0 0 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.082 -0.055 -0.054 -0.001 -0.082/L1
0.000 0.000 0.000 -0.000 0.000/L3
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -312 -210 -207 -3
-0 -0 -0 0
-3 -2 -2 -0
0 0 0 0
0 0 0 0
0 0 0 0
-0.265 -0.178 -0.176 -0.002
-0.000 -0.000 -0.000 0.000
-0.000 -0.000 -0.000 -0.000
1395
1396
1397
572 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. -312/L1
FY N. -0/L3
FZ N. -3/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. -0.265/L1
DY mm. -0.000/L3
DZ mm. -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -211 -142 -140 -2 -211/L1
2 2 2 0 2/L1
118 79 78 1 118/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.287 -0.864 -0.853 -0.011 -1.287/L1
0.000 0.000 0.000 0.000 0.000/L1
0.004 0.003 0.003 0.000 0.004/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -43 -29 -29 -0 -43/L1
1 1 1 -0 1/L1
-56 -37 -37 -0 -56/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.371 -0.920 -0.909 -0.012 -1.371/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.011 -0.007 -0.007 -0.000 -0.011/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -36 -24 -24 -0 -36/L1
-3 -3 -3 -0 -3/L1
-22 -15 -14 -0 -22/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.428 -0.958 -0.946 -0.012 -1.428/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-0.005 -0.003 -0.003 -0.000 -0.005/L1
1398
1399
1401
1402
Bi-linear X2; Bi-
573 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear Z2; Bi-linear Y2 -38 -25 -25 -0 -38/L1
-15 -15 -15 -0 -15/L1
-4 -2 -2 -0 -4/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.485 -0.997 -0.984 -0.013 -1.485/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.001 -0.001 -0.001 -0.000 -0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -146 -98 -97 -1 -146/L1
0 0 0 0 0/L1
66 45 44 1 66/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.958 -0.647 -0.639 -0.009 -0.958/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.003 0.002 0.002 0.000 0.003/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -492 -332 -328 -5 -492/L1
2 2 2 0 2/L1
-4 -3 -3 -0 -4/L1
0 0 0 0
0 0 0 0
0 0 0 0
-3.234 -2.185 -2.156 -0.030 -3.234/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -113 -76
-2 -2
2 1
0 0
0 0
0 0
-3.571 -2.413
-0.000 -0.000
0.000 0.000
1404
1405
1406
574 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. -75 -1 -113/L1
FY N. -2 0 -2/L1
FZ N. 1 0 2/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -2.380 -0.033 -3.571/L1
DY mm. -0.000 0.000 -0.000/L1
DZ mm. 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -96 -65 -64 -1 -96/L1
-8 -8 -8 0 -8/L1
1 0 0 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
-3.797 -2.566 -2.531 -0.035 -3.797/L1
-0.002 -0.002 -0.002 0.000 -0.002/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -102 -69 -68 -1 -102/L1
-18 -18 -18 0 -18/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-4.025 -2.720 -2.684 -0.037 -4.025/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 4 2 2 0 4/L1
0 0 0 0 0/L2
1168 788 777 11 1168/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.143 0.097 0.095 0.001 0.143/L1
0.000 0.000 0.000 0.000 0.000/L2
0.280 0.189 0.186 0.003 0.280/L1
1407
1408
1409
575 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE 1410
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Rigid +Y -87 -86 -86 0 -87/L1
-289 -287 -287 0 -289/L1
0 0 0 -0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.674 -1.125 -1.110 -0.015 -1.674/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.004 0.003 0.003 0.000 0.004/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 6 4 4 0 6/L1
0 0 0 0 0/L2
230 155 153 2 230/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.228 0.154 0.152 0.002 0.228/L1
0.000 0.000 0.000 0.000 0.000/L2
0.055 0.037 0.037 0.001 0.055/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 10 7 7 0 10/L1
-0 -0 -0 -0 -0/L1
-96 -65 -64 -1 -96/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.313 0.211 0.208 0.003 0.313/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.018 -0.012 -0.012 -0.000 -0.018/L1
1(HYD) 2(OPE) 3(SUS)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 71 48 47
-0 -0 -0
-143 -96 -95
0 0 0
0 0 0
0 0 0
0.440 0.298 0.294
-0.000 -0.000 -0.000
-0.005 -0.004 -0.004
1411
1412
1413
576 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 4(EXP) MAX
FX N. 1 71/L1
FY N. 0 -0/L2
FZ N. -1 -143/L1
MX N.m. 0
MY N.m. 0
MZ N.m. 0
DX mm. 0.004 0.440/L1
DY mm. -0.000 -0.000/L2
DZ mm. -0.000 -0.005/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 375 253 250 3 375/L1
-0 -0 -0 0 -0/L2
1 1 1 0 1/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.406 0.950 0.937 0.013 1.406/L1
-0.000 -0.000 -0.000 0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 618 418 412 6 618/L1
0 -0 -0 0 -0/L2
4 3 3 0 4/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.319 1.567 1.546 0.021 2.319/L1
0.000 -0.000 -0.000 -0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 557 376 371 5 557/L1
-0 -0 -0 0 -0/L2
7 5 4 0 7/L1
0 0 0 0
0 0 0 0
0 0 0 0
3.465 2.342 2.310 0.032 3.465/L1
-0.000 -0.000 -0.000 0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1414
1415
1416
1417
Bi-linear
577 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. X2; Bilinear Z2; Bi-linear Y2 115 78 77 1 115/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 95 64 63 1 95/L1
-0 -0 -0 0 -0/L1
-564 -381 -376 -5 -564/L1
0 0 0 0
0 0 0 0
0 0 0 0
3.747 2.532 2.498 0.034 3.747/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.135 -0.091 -0.090 -0.001 -0.135/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 98 66 65 1 98/L1
0 0 0 0 0/L1
-235 -159 -157 -2 -235/L1
0 0 0 0
0 0 0 0
0 0 0 0
3.862 2.610 2.574 0.035 3.862/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.056 -0.038 -0.038 -0.001 -0.056/L1
1(HYD)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 87
0
1779
0
0
0
3.978
0.000
0.496
1418
1419
1421
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L1
-392 -265 -262 -4 -392/L1
0 0 0 0
0 0 0 0
0 0 0 0
3.633 2.455 2.422 0.033 3.633/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.075 -0.051 -0.050 -0.001 -0.075/L1
578 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 59 58 1 87/L1
FY N. 0 0 -0 0/L1
FZ N. 1202 1186 16 1779/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. 2.689 2.652 0.037 3.978/L1
DY mm. 0.000 0.000 -0.000 0.000/L1
DZ mm. 0.335 0.330 0.005 0.496/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 1891 1278 1261 17 1891/L1
0 0 0 0 0/L1
-1793 -1212 -1196 -16 -1793/L1
0 0 0 0
0 0 0 0
0 0 0 0
3.301 2.231 2.201 0.030 3.301/L1
0.000 0.000 0.000 -0.000 0.000/L1
2.075 1.402 1.383 0.019 2.075/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1511 1020 1007 13 1511/L1
-0 -0 -0 0 -0/L3
-5 -4 -4 -0 -5/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.362 0.244 0.241 0.003 0.362/L1
-0.000 -0.000 -0.000 0.000 -0.000/L3
-0.212 -0.143 -0.141 -0.002 -0.212/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 323 218 215 3 323/L1
0 0 0 0 0/L1
-11 -8 -7 -0 -11/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.077 0.052 0.052 0.001 0.077/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.439 -0.297 -0.293 -0.004 -0.439/L1
1422
1423
1424
579 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -137 -93 -92 -1 -137/L1
0 0 0 -0 0/L1
-23 -15 -15 -0 -23/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.025 -0.017 -0.016 -0.000 -0.025/L1
0.000 0.000 0.000 -0.000 0.000/L1
-0.666 -0.450 -0.444 -0.006 -0.666/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -153 -103 -102 -1 -153/L1
1 1 1 -0 1/L1
-45 -30 -30 -0 -45/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.022 -0.015 -0.015 -0.000 -0.022/L1
0.000 0.000 0.000 -0.000 0.000/L1
-1.048 -0.708 -0.698 -0.010 -1.048/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -11 -7 -7 -0 -11/L1
-1 -1 -1 -0 -1/L1
-49 -33 -32 -0 -49/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.002 -0.001 -0.001 -0.000 -0.002/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-1.431 -0.967 -0.954 -0.013 -1.431/L1
1425
1426
1427
1428
Bi-linear Z2; Bilinear X2;
580 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Y2 5 3 3 0 5/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 5 3 3 0 5/L1
-18 -18 -18 0 -18/L1
-48 -32 -32 -0 -48/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.001 0.001 0.000 0.001/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
-1.889 -1.277 -1.259 -0.017 -1.889/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Y2; Rigid GUI; Bilinear X2; Bi-linear Z2 -23 -15 -15 -0 -23/L1
-16 -16 -16 -0 -16/L1
-303 -205 -203 -3 -303/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.809 -1.217 -1.200 -0.017 -1.809/L1
-0.008 -0.008 -0.008 -0.000 -0.008/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -65 -44
-19 -19
24 15
0 0
0 0
0 0
-1.869 -1.258
-0.003 -0.003
0.004 0.003
1429
1430
1431
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-7 -7 -7 0 -7/L1
-42 -28 -28 -0 -42/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.001 0.001 0.000 0.001/L1
-0.002 -0.002 -0.002 0.000 -0.002/L1
-1.659 -1.121 -1.106 -0.015 -1.659/L1
581 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. -43 -1 -65/L1
FY N. -19 -0 -19/L1
FZ N. 15 0 24/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -1.240 -0.018 -1.869/L1
DY mm. -0.003 -0.000 -0.003/L1
DZ mm. 0.003 0.000 0.004/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -69 -47 -46 -1 -69/L1
0 0 0 -0 0/L3
1941 1311 1293 18 1941/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.977 -1.331 -1.312 -0.019 -1.977/L1
0.000 0.000 0.000 -0.000 0.000/L3
0.336 0.227 0.224 0.003 0.336/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -44 -30 -30 -0 -44/L1
1 1 1 -0 1/L1
2966 2006 1979 28 2966/L1
0 0 0 0
0 0 0 0
0 0 0 0
-2.039 -1.373 -1.354 -0.019 -2.039/L1
0.000 0.000 0.000 -0.000 0.000/L1
0.826 0.559 0.551 0.008 0.826/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 -4191 -2829 -2790 -39 -4191/L1
1 1 1 0 1/L1
4169 2814 2775 39 4169/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.989 -1.340 -1.321 -0.019 -1.989/L1
0.000 0.000 0.000 0.000 0.000/L1
0.794 0.538 0.531 0.007 0.794/L1
1432
1433
1434
582 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 6 4 4 0 6/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 12 8 8 0 12/L1
0 0 0 0 0/L1
77 52 51 1 77/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.458 0.310 0.305 0.004 0.458/L1
0.000 0.000 0.000 0.000 0.000/L1
0.018 0.012 0.012 0.000 0.018/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1094 -735 -725 -9 -1094/L1
0 0 0 0 0/L1
6 4 4 0 6/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.249 -0.167 -0.165 -0.002 -0.249/L1
0.000 0.000 0.000 0.000 0.000/L1
0.223 0.151 0.149 0.002 0.223/L1
1435
1436
1437
1438
Bi-linear Z2; Bilinear X2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1 1 1 0 1/L1
315 214 210 4 315/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.229 0.155 0.153 0.002 0.229/L1
0.000 0.000 0.000 0.000 0.000/L1
0.075 0.051 0.050 0.001 0.075/L1
583 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 415 280 276 4 415/L1
FY N. -0 -0 -0 0 -0/L1
FZ N. 10 7 7 0 10/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. 0.112 0.076 0.075 0.001 0.112/L1
DY mm. -0.000 -0.000 -0.000 0.000 -0.000/L1
DZ mm. 0.453 0.306 0.302 0.004 0.453/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 -15 -10 -10 -0 -15/L1
-3 -3 -3 0 -3/L1
30 21 20 0 30/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.412 0.278 0.274 0.004 0.412/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
0.426 0.289 0.284 0.004 0.426/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -4944 -3334 -3287 -48 -4944/L1
0 0 0 0 0/L1
12 8 8 0 12/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.377 -0.929 -0.916 -0.013 -1.377/L1
0.000 0.000 0.000 0.000 0.000/L1
0.549 0.373 0.369 0.004 0.549/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1786 -1206 -1189 -17
0 0 0 0
12 8 8 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.428 -0.289 -0.285 -0.004
0.000 0.000 0.000 0.000
0.462 0.314 0.311 0.003
1439
1440
1441
584 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. -1786/L1
FY N. 0/L1
FZ N. 12/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. -0.428/L1
DY mm. 0.000/L1
DZ mm. 0.462/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -8 -6 -6 0 -8/L1
-0 -0 -0 -0 -0/L1
10 6 6 0 10/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.002 -0.001 -0.002 0.000 -0.002/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.375 0.255 0.253 0.002 0.375/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 439 296 292 4 439/L1
-0 -0 -0 -0 -0/L1
9 6 6 0 9/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.084 0.057 0.056 0.001 0.084/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.289 0.197 0.195 0.002 0.289/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 284 192 189 3 284/L1
-0 -0 -0 -0 -0/L1
8 5 5 0 8/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.035 0.023 0.023 0.000 0.035/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.160 0.109 0.109 0.001 0.160/L1
1442
1443
1444
1445
Bi-linear Z2; Bi-
585 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. linear X2; Bi-linear Y2 -271 -183 -181 -3 -271/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -490 -331 -327 -4 -490/L1
0 0 0 0 0/L1
-6 -4 -4 -0 -6/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.094 -0.063 -0.063 -0.001 -0.094/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.178 -0.119 -0.117 -0.002 -0.178/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -106 -72 -71 -1 -106/L1
0 0 0 0 0/L1
-7 -4 -4 -0 -7/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.025 -0.017 -0.017 -0.000 -0.025/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.265 -0.178 -0.174 -0.003 -0.265/L1
1(HYD) 2(OPE)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1628 1100
0 0
-9 -6
0 0
0 0
0 0
0.390 0.263
0.000 0.000
-0.351 -0.236
1446
1447
1448
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
0 0 0 -0 0/L3
-2 -2 -2 -0 -2/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.033 -0.022 -0.022 -0.000 -0.033/L1
0.000 0.000 0.000 -0.000 0.000/L3
-0.049 -0.032 -0.030 -0.001 -0.049/L1
586 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. 1085 15 1628/L1
FY N. 0 0 0/L1
FZ N. -6 -0 -9/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. 0.260 0.004 0.390/L1
DY mm. 0.000 0.000 0.000/L1
DZ mm. -0.232 -0.004 -0.351/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 5001 3380 3334 46 5001/L1
0 0 0 0 0/L1
-10 -6 -6 -0 -10/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.393 0.941 0.929 0.013 1.393/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.437 -0.294 -0.290 -0.005 -0.437/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 50 34 33 0 50/L1
-0 -0 -0 -0 -0/L1
-3137 -2118 -2088 -30 -3137/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.282 1.543 1.522 0.021 2.282/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.874 -0.590 -0.582 -0.008 -0.874/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear X2; Bi-linear Y2 4490 3033 2992 42 4490/L1
-0 -0 -0 -0 -0/L1
-4464 -3016 -2974 -41 -4464/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.197 1.485 1.465 0.020 2.197/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.783 -0.529 -0.521 -0.008 -0.783/L1
1449
1450
1451
587 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 56 38 38 1 56/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 55 37 37 0 55/L1
0 0 0 0 0/L1
-178 -121 -119 -2 -178/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.160 1.460 1.441 0.019 2.160/L1
0.000 0.000 0.000 0.000 0.000/L1
-0.043 -0.029 -0.028 -0.000 -0.043/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 67 45 44 1 67/L1
0 0 0 0 0/L1
193 130 128 2 193/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.100 1.420 1.401 0.019 2.100/L1
0.000 0.000 0.000 0.000 0.000/L1
0.037 0.025 0.025 0.000 0.037/L1
1452
1453
1454
1455
Bi-linear X2; Bilinear Z2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 -0 -0/L1
-1402 -947 -934 -13 -1402/L1
0 0 0 0
0 0 0 0
0 0 0 0
2.221 1.501 1.481 0.020 2.221/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.336 -0.227 -0.224 -0.003 -0.336/L1
588 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. 323 219 216 3 323/L1
FY N. 0 0 0 0 0/L1
FZ N. 177 120 118 2 177/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. 2.013 1.361 1.343 0.018 2.013/L1
DY mm. 0.000 0.000 0.000 0.000 0.000/L1
DZ mm. 0.007 0.005 0.004 0.000 0.007/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 491 332 328 4 491/L1
-0 -0 -0 -0 -0/L2
-4 -3 -3 -0 -4/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.418 0.959 0.946 0.013 1.418/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 281 190 188 3 281/L1
-0 -0 -0 -0 -0/L2
2 1 1 0 2/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.688 0.465 0.459 0.006 0.688/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L2
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -15 -10 -10 -0
-16 -16 -16 0
-1103 -747 -735 -12
0 0 0 0
0 0 0 0
0 0 0 0
-0.521 -0.353 -0.347 -0.006
-0.003 -0.003 -0.003 0.000
-0.231 -0.157 -0.154 -0.002
1456
1457
2145
589 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. -15/L1
FY N. -16/L1
FZ N. -1103/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. -0.521/L1
DY mm. -0.003/L1
DZ mm. -0.231/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -17 -12 -12 -0 -17/L1
-17 -17 -17 0 -17/L1
272 184 181 3 272/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.881 -0.597 -0.587 -0.009 -0.881/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
0.083 0.056 0.056 0.001 0.083/L1
-90 -90 -90 0 -90/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.901 -0.612 -0.600 -0.011 -0.901/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.259 0.176 0.173 0.003 0.259/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -99 -67 -66 -1 -99/L1
-10 -10 -10 0 -10/L1
0 0 0 0 0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-7.790 -5.265 -5.193 -0.071 -7.790/L1
-0.005 -0.005 -0.005 -0.000 -0.005/L1
0.000 0.000 0.000 0.000 0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Rigid +Y 0 0 0 0
-91 -91 -91 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-7.810 -5.280 -5.206 -0.074
-0.000 -0.000 -0.000 0.000
0.000 0.000 0.000 0.000
2155
2165 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
2210
2220
Rigid +Y 0 0 0 0
590 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FY N. -91/L1
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm. -7.810/L1
DY mm. -0.000/L1
DZ mm. 0.000/L1
-10 -10 -10 -0 -10/L1
100 67 67 1 100/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.695 -0.470 -0.463 -0.006 -0.695/L1
-0.005 -0.005 -0.005 -0.000 -0.005/L1
0.048 0.032 0.032 0.000 0.048/L1
-91 -91 -91 -0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.715 -0.485 -0.476 -0.009 -0.715/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.098 0.066 0.066 0.001 0.098/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1103 747 735 12 1103/L1
-16 -16 -16 0 -16/L1
15 10 10 0 15/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.232 0.157 0.154 0.002 0.232/L1
-0.003 -0.003 -0.003 -0.000 -0.003/L1
0.528 0.358 0.352 0.006 0.528/L1
1(HYD)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -274
-17
18
0
0
0
-0.084
-0.005
0.888
3270 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX 3280 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
3350
3360
FX N.
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -9 -6 -6 -0 -9/L1 Rigid +Y 0 0 0 0
591 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
FY N. -17 -17 0 -17/L1
FZ N. 12 12 0 18/L1
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.057 -0.056 -0.001 -0.084/L1
DY mm. -0.005 -0.005 -0.000 -0.005/L1
DZ mm. 0.601 0.592 0.009 0.888/L1
-91 -90 -90 0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.260 -0.176 -0.173 -0.003 -0.260/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.908 0.617 0.605 0.011 0.908/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -15 -10 -10 -0 -15/L1
-16 -16 -16 0 -16/L1
1107 749 738 12 1107/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.525 -0.356 -0.350 -0.006 -0.525/L1
-0.003 -0.003 -0.003 0.000 -0.003/L1
0.232 0.157 0.155 0.002 0.232/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -18 -12 -12 -0 -18/L1
-17 -17 -17 0 -17/L1
-273 -185 -182 -3 -273/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.885 -0.599 -0.590 -0.009 -0.885/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
-0.084 -0.057 -0.056 -0.001 -0.084/L1
1(HYD)
Rigid +Y 0
-91
0
0
0
0
-0.905
-0.000
-0.260
3370 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
4370
4380
4390
FX N. -185 -182 -3 -274/L1 Rigid +Y 0 0 0 0
592 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 2(OPE) 3(SUS) 4(EXP) MAX
4580 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX 4590 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
5590 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX 5600
FX N. 0 0 0
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1 Rigid +Y 0 0 0 0
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -15 -10 -10 -0 -15/L1 Bi-linear X2; Bi-
FY N. -90 -90 0 -91/L1
FZ N. 0 0 0
MX N.m. 0 0 0
MY N.m. 0 0 0
MZ N.m. 0 0 0
DX mm. -0.615 -0.603 -0.011 -0.905/L1
DY mm. -0.000 -0.000 0.000 -0.000/L1
DZ mm. -0.176 -0.174 -0.003 -0.260/L1
-10 -10 -10 0 -10/L1
19 13 12 0 19/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
1.476 0.998 0.984 0.014 1.476/L1
-91 -91 -91 0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
1.496 1.013 0.997 0.016 1.496/L1
-16 -16 -16 0 -16/L1
1097 743 731 12 1097/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.520 -0.353 -0.347 -0.006 -0.520/L1
-0.003 -0.003 -0.003 0.000 -0.003/L1
0.230 0.156 0.153 0.002 0.230/L1
593 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-17 -17 -17 0 -17/L1
-270 -183 -180 -3 -270/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.880 -0.596 -0.587 -0.009 -0.880/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
-0.083 -0.056 -0.055 -0.001 -0.083/L1
-90 -90 -90 0 -90/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.900 -0.611 -0.600 -0.011 -0.900/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.258 -0.175 -0.172 -0.003 -0.258/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -14 -9 -9 -0 -14/L1
-16 -16 -16 0 -16/L1
-1032 -699 -688 -11 -1032/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.472 -0.320 -0.315 -0.005 -0.472/L1
-0.003 -0.003 -0.003 0.000 -0.003/L1
-0.216 -0.147 -0.144 -0.002 -0.216/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -16 -11 -11 -0 -16/L1
-17 -17 -17 -0 -17/L1
253 171 169 3 253/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.832 -0.563 -0.555 -0.009 -0.832/L1
-0.005 -0.005 -0.005 -0.000 -0.005/L1
0.078 0.053 0.052 0.001 0.078/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX 5610 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
6900
6910
FX N. linear Z2; Bi-linear Y2 -17 -12 -12 -0 -17/L1 Rigid +Y 0 0 0 0
594 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-91 -90 -90 -0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.852 -0.579 -0.568 -0.011 -0.852/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.242 0.164 0.161 0.003 0.242/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -14 -10 -10 -0 -14/L1
-16 -16 -16 0 -16/L1
-862 -584 -575 -9 -862/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.496 -0.337 -0.331 -0.006 -0.496/L1
-0.003 -0.003 -0.003 0.000 -0.003/L1
-0.181 -0.123 -0.121 -0.002 -0.181/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -17 -11 -11 -0 -17/L1
-17 -17 -17 0 -17/L1
286 194 191 3 286/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.856 -0.580 -0.571 -0.009 -0.856/L1
-0.005 -0.005 -0.005 -0.000 -0.005/L1
0.088 0.059 0.058 0.001 0.088/L1
-90 -90 -90 0 -90/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.876 -0.595 -0.584 -0.011 -0.876/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.231 0.157 0.154 0.002 0.231/L1
6920 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
7910
7920
7930 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Rigid +Y 0 0 0 0
Rigid +Y 0 0 0 0
595 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FX N.
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -19 -13 -12 -0 -19/L1
-10 -10 -10 0 -10/L1
-4 -3 -3 -0 -4/L1
0 0 0 0
0 0 0 0
0 0 0 0
-1.476 -0.998 -0.984 -0.014 -1.476/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
-0.002 -0.001 -0.001 -0.000 -0.002/L1
-91 -91 -91 0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-1.496 -1.013 -0.997 -0.016 -1.496/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.006 -0.004 -0.004 -0.000 -0.006/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -17 -11 -11 -0 -17/L1
-16 -16 -16 0 -16/L1
-1038 -703 -692 -11 -1038/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.584 -0.395 -0.389 -0.006 -0.584/L1
-0.003 -0.003 -0.003 0.000 -0.003/L1
-0.218 -0.148 -0.145 -0.002 -0.218/L1
1(HYD) 2(OPE)
Bi-linear X2; Bilinear Z2; Bi-linear Y2 -19 -13
-17 -17
288 195
0 0
0 0
0 0
-0.944 -0.639
-0.005 -0.005
0.088 0.060
8930
8940 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
9950
9960
Rigid +Y 0 0 0 0
596 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
9970 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
10960 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX 10970 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
11250 1(HYD) 2(OPE)
FX N. -12 -0 -19/L1 Rigid +Y 0 0 0 0
Bi-linear Z2; Bilinear X2; Bi-linear Y2 0 0 0 0 0/L1 Rigid +Y 0 0 0 0
Bi-linear X2; Bilinear Z2; Bi-linear Y2 15 10
FY N. -17 0 -17/L1
FZ N. 192 3 288/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. -0.629 -0.010 -0.944/L1
DY mm. -0.005 0.000 -0.005/L1
DZ mm. 0.059 0.001 0.088/L1
-90 -90 -90 0 -90/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.963 -0.654 -0.642 -0.012 -0.963/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.256 0.174 0.171 0.003 0.256/L1
-10 -10 -10 0 -10/L1
-19 -13 -12 -0 -19/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
-1.477 -0.998 -0.984 -0.014 -1.477/L1
-91 -91 -91 0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000 0.000/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-1.496 -1.013 -0.997 -0.016 -1.496/L1
-16 -16
-1058 -717
0 0
0 0
0 0
0.526 0.356
-0.003 -0.003
-0.222 -0.151
597 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FX N. 10 0 15/L1
FY N. -16 0 -16/L1
FZ N. -706 -11 -1058/L1
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. 0.350 0.006 0.526/L1
DY mm. -0.003 0.000 -0.003/L1
DZ mm. -0.148 -0.002 -0.222/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 18 12 12 0 18/L1
-17 -17 -17 0 -17/L1
270 183 180 3 270/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.886 0.599 0.590 0.009 0.886/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
0.083 0.056 0.055 0.001 0.083/L1
-90 -90 -90 0 -90/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0.905 0.615 0.603 0.011 0.905/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.253 0.171 0.168 0.003 0.253/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -0 -0 -0 -0 -0/L1
-10 -10 -10 0 -10/L1
27 18 18 0 27/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.005 -0.005 -0.005 -0.000 -0.005/L1
2.132 1.441 1.421 0.020 2.132/L1
1(HYD) 2(OPE)
Rigid +Y 0 0
-91 -91
0 0
0 0
0 0
0 0
0.000 0.000
-0.000 -0.000
2.151 1.456
11260
11270 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
12260
12270
Rigid +Y 0 0 0 0
598 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 3(SUS) 4(EXP) MAX
FY N. -91 0 -91/L1
FZ N. 0 0
MX N.m. 0 0
MY N.m. 0 0
MZ N.m. 0 0
DX mm. 0.000 0.000 0.000/L1
DY mm. -0.000 -0.000 -0.000/L1
DZ mm. 1.434 0.022 2.151/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 13 9 9 0 13/L1
-16 -16 -16 0 -16/L1
-1090 -738 -727 -11 -1090/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.455 0.308 0.303 0.005 0.455/L1
-0.003 -0.003 -0.003 0.000 -0.003/L1
-0.229 -0.155 -0.152 -0.002 -0.229/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 16 11 11 0 16/L1
-17 -17 -17 0 -17/L1
240 163 160 3 240/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.815 0.552 0.543 0.009 0.815/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
0.074 0.050 0.049 0.001 0.074/L1
-91 -90 -90 0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0.835 0.567 0.556 0.011 0.835/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
0.245 0.166 0.163 0.003 0.245/L1
13270
13280
13290 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
14310
FX N. 0 0
Rigid +Y 0 0 0 0
Bi-linear X2; Bilinear Z2;
599 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-10 -10 -10 0 -10/L1
-0 -0 -0 -0 -0/L1
0 0 0 0
0 0 0 0
0 0 0 0
-4.255 -2.876 -2.837 -0.039 -4.255/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-91 -91 -91 0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-4.275 -2.891 -2.850 -0.041 -4.275/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 5306 3586 3537 49 5306/L1
-0 -0 -0 0 -0/L1
66 45 44 1 66/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.478 0.999 0.985 0.014 1.478/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
3.039 2.054 2.026 0.028 3.039/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1077 728 718 10 1077/L1
-0 -0 -0 0 -0/L1
82 56 55 1 82/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.258 0.174 0.172 0.002 0.258/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
3.251 2.197 2.167 0.030 3.251/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX 14320 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
15320
15321
FX N. Bi-linear Y2 -54 -36 -36 -0 -54/L1 Rigid +Y 0 0 0 0
600 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Bi-linear Z2; Bilinear X2; Bi-linear Y2 -528 -357 -352 -5 -528/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -685 -463 -457 -6 -685/L1
-0 -0 -0 0 -0/L1
117 79 78 1 117/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.131 -0.089 -0.087 -0.001 -0.131/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
3.680 2.487 2.453 0.034 3.680/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -226 -153 -151 -2 -226/L1
0 0 0 0 0/L1
173 117 115 2 173/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.032 -0.021 -0.021 -0.000 -0.032/L1
0.000 0.000 0.000 -0.000 0.000/L1
4.005 2.707 2.670 0.037 4.005/L1
15322
15323
15324
15325
Bi-linear Z2; Bilinear X2; Bi-linear Y2
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-0 -0 -0 0 -0/L1
88 59 59 1 88/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.126 -0.085 -0.084 -0.001 -0.126/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
3.465 2.342 2.310 0.032 3.465/L1
601 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. -1 -1 -1 -0 -1/L1
FY N. -10 -10 -10 0 -10/L1
FZ N. 69 47 46 1 69/L1
MX N.m. 0 0 0 0
MY N.m. 0 0 0 0
MZ N.m. 0 0 0 0
DX mm. -0.001 -0.000 -0.000 -0.000 -0.001/L1
DY mm. -0.005 -0.005 -0.005 0.000 -0.005/L1
DZ mm. 5.442 3.678 3.628 0.050 5.442/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 38 26 25 0 38/L1
1 1 1 0 1/L1
191 129 128 2 191/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.005 0.004 0.004 0.000 0.005/L1
0.000 0.000 0.000 -0.000 0.000/L1
4.425 2.991 2.950 0.041 4.425/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 14 10 10 0 14/L1
-1 -1 -1 0 -1/L1
151 102 101 1 151/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.003 0.002 0.002 0.000 0.003/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
4.759 3.217 3.173 0.044 4.759/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Bi-linear Z2; Bilinear X2; Bi-linear Y2 3 2 2 0
-8 -8 -8 0
126 85 84 1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.000 0.000 0.000
-0.002 -0.002 -0.002 0.000
4.985 3.369 3.323 0.046
15326
15327
15328
602 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FX N. 3/L1
FY N. -8/L1
FZ N. 126/L1
MX N.m.
MY N.m.
MZ N.m.
DX mm. 0.001/L1
DY mm. -0.002/L1
DZ mm. 4.985/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 -1 -1 -1 -0 -1/L1
-18 -18 -18 0 -18/L1
132 89 88 1 132/L1
0 0 0 0
0 0 0 0
0 0 0 0
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.004 -0.004 -0.004 0.000 -0.004/L1
5.212 3.522 3.475 0.048 5.212/L1
-91 -91 -91 0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
-0.001 -0.001 -0.001 -0.000 -0.001/L1
-0.000 -0.000 -0.000 0.000 -0.000/L1
5.461 3.693 3.641 0.052 5.461/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear Z2; Bilinear X2; Bi-linear Y2 1 1 1 0 1/L1
-10 -10 -10 0 -10/L1
-27 -18 -18 -0 -27/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.001 0.000 0.000 0.000 0.001/L1
-0.005 -0.005 -0.005 0.000 -0.005/L1
-2.119 -1.432 -1.413 -0.019 -2.119/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP)
Rigid +Y 0 0 0 0
-91 -91 -91 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0.000 0.000 0.000 0.000
-0.000 -0.000 -0.000 -0.000
-2.139 -1.447 -1.426 -0.022
15329
15330 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
16360
16370
Rigid +Y 0 0 0 0
603 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case MAX
FY N. -91/L1
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm. 0.000/L1
DY mm. -0.000/L1
DZ mm. -2.139/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 15 10 10 0 15/L1
-3 -3 -3 0 -3/L1
-13 -9 -8 -0 -13/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.692 0.468 0.461 0.006 0.692/L1
-0.001 -0.001 -0.001 0.000 -0.001/L1
-0.003 -0.002 -0.002 -0.000 -0.003/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 16 11 11 0 16/L1
-7 -7 -7 0 -7/L1
-19 -13 -13 -0 -19/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.862 0.583 0.575 0.008 0.862/L1
-0.002 -0.002 -0.002 0.000 -0.002/L1
-0.006 -0.004 -0.004 -0.000 -0.006/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 23 15 15 0 23/L1
-16 -16 -16 0 -16/L1
-18 -12 -12 -0 -18/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.032 0.697 0.688 0.009 1.032/L1
-0.004 -0.004 -0.004 -0.000 -0.004/L1
-0.005 -0.003 -0.003 -0.000 -0.005/L1
17370
17371
17372
17380
FX N.
Bi-linear X2; Bi-
604 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-10 -10 -10 0 -10/L1
-4 -3 -3 -0 -4/L1
0 0 0 0
0 0 0 0
0 0 0 0
1.262 0.853 0.842 0.012 1.262/L1
-0.005 -0.005 -0.005 -0.000 -0.005/L1
-0.002 -0.001 -0.001 -0.000 -0.002/L1
-91 -91 -91 0 -91/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
1.282 0.868 0.855 0.014 1.282/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
0.001 0.001 0.001 0.000 0.001/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 18 12 12 0 18/L1
-16 -16 -16 -0 -16/L1
1003 680 669 11 1003/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.613 0.415 0.408 0.007 0.613/L1
-0.003 -0.003 -0.003 -0.000 -0.003/L1
0.210 0.143 0.140 0.002 0.210/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
Bi-linear X2; Bilinear Z2; Bi-linear Y2 19 13 13 0 19/L1
-17 -17 -17 -0 -17/L1
-296 -200 -197 -3 -296/L1
0 0 0 0
0 0 0 0
0 0 0 0
0.973 0.658 0.648 0.010 0.973/L1
-0.005 -0.005 -0.005 -0.000 -0.005/L1
-0.091 -0.061 -0.060 -0.001 -0.091/L1
1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX 17390 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
18380
18390
FX N. linear Z2; Bi-linear Y2 16 11 11 0 16/L1 Rigid +Y 0 0 0 0
605 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints Various Load Cases
NODE
Load Case
18400 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX
FX N. Rigid +Y 0 0 0 0
FY N.
FZ N.
MX N.m.
MY N.m.
MZ N.m.
DX mm.
DY mm.
DZ mm.
-90 -90 -90 0 -90/L1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0.992 0.673 0.661 0.012 0.992/L1
-0.000 -0.000 -0.000 -0.000 -0.000/L1
-0.255 -0.172 -0.170 -0.003 -0.255/L1
606 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 10 11 12 13 14 15 16 17 18 19 20 30 40 50 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 89 90 100 110 120 130 131 132 133 134
DX mm. -9.932 -9.703 -9.479 -9.258 -8.934 -5.798 -5.560 -5.405 -5.251 -5.176 -5.100 -4.767 -4.761 -4.755 -4.425 -4.277 -4.131 -3.987 -3.774 -2.166 -0.693 -0.515 -0.396 -0.278 0.514 -0.160 0.194 0.297 0.089 0.000 -0.006 0.000 -0.000 -0.029 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
DY mm. -0.000 0.000 0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.004 0.001 -0.006 -0.007 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000
DZ mm. -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.008 -0.093 -0.030 0.387 2.366 1.401 2.204 2.290 2.216 2.142 2.034 1.283 0.106 -0.474 -1.054 -0.787 -0.853 -0.628 -0.476 -0.043 -0.014 0.012 0.000 -0.005 -0.002 -0.003 0.003
RX deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0004 -0.0036 0.0147 0.0015 -0.0485 -0.1602 0.0042 -0.2726 -0.2192 0.0535 0.0335 0.0103 -0.0022 0.0005 0.0004 0.0004 -0.0022 0.0866 -0.0953 0.0869 0.0783 0.0127 0.0119 0.0113 -0.0033 -0.0000 0.0003 -0.0011 0.0083
RZ deg. 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0001 -0.0001 -0.0004 -0.0009 -0.0009 -0.0006 0.0002 -0.0000 -0.0002 0.0006 0.0009 0.0004 0.0001 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0001 0.0001 0.0001 0.0002 0.0004 0.0005 0.0006 0.0011 0.0003 0.0010 0.0008 -0.0002 -0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0002 0.0001
607 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 139 140 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 170 180 190 200 201 202 203 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225
DX mm. -0.663 0.000 0.024 0.004 -0.011 -0.043 -0.142 -1.441 -0.462 -0.888 -1.377 -1.741 -1.797 -1.835 -1.874 -1.913 -1.941 0.001 -0.477 -0.006 0.080 0.031 0.013 0.008 -0.096 -0.327 -0.011 -0.008 -0.006 -0.000 -0.009 -0.004 0.050 0.352 0.112 0.011 -0.020 0.185 0.019 -0.148 -0.398 -2.275 -0.023 -0.024 -4.532 -6.783 -7.112 -7.335 -7.561
DY mm. -0.003 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.008 0.000 0.000 -0.001 -0.004 -0.006 0.000 0.000 -0.001 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.000 -0.001 -0.004 0.000 0.000 -0.000 -0.000 -0.000 -0.006 -0.008 0.000 0.000 -0.000 -0.002 -0.004
DZ mm. 0.185 0.303 0.007 -0.000 -0.000 0.000 -0.000 1.228 0.000 -0.000 0.000 -0.009 -0.051 0.057 0.460 1.201 1.395 0.945 1.177 1.126 1.043 0.994 0.970 -0.229 -0.443 -0.437 0.837 0.836 0.834 0.729 0.682 0.635 0.589 0.492 0.470 0.459 0.449 0.245 0.060 -0.009 -0.005 0.000 0.444 0.439 -0.000 0.000 -0.000 -0.000 -0.000
RX deg. -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000 -0.0004 -0.0009 -0.0009 0.0000 -0.0000 -0.0001 0.0002 0.0000 -0.0002 0.0006 0.0009 0.0004 0.0001 0.0000 -0.0001 -0.0004 -0.0009 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0009 -0.0006 0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.0022 0.0116 -0.0001 0.0000 -0.0000 0.0000 -0.0001 -0.2281 0.0004 -0.0010 0.0032 -0.0098 0.0077 0.0546 0.1329 0.1544 -0.0595 0.0047 -0.1639 -0.0615 0.0095 0.0093 0.0069 0.0121 0.0404 0.0850 -0.0012 -0.0012 -0.0012 0.0012 0.0010 -0.0059 -0.0217 -0.0283 0.0341 0.0140 0.0032 -0.0525 -0.0281 -0.0071 0.0029 -0.0007 0.0011 0.0000 0.0002 -0.0000 0.0000 0.0000 0.0000
RZ deg. -0.0001 -0.0001 0.0005 -0.0001 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 0.0006 0.0007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0001 0.0001 -0.0000 0.0000 0.0002 0.0005 0.0004
608 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 230 240 250 260 261 262 263 264 265 266 267 268 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 310 320 330 331
DX mm. -0.016 -0.013 -0.010 -0.000 0.001 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.001 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.009 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.156 0.000 -0.000 -0.023 -0.116 -0.129 -0.138 -0.147 -0.152 -0.007 -0.176 -0.230 -0.465 -0.176 -0.176 -0.199 -0.210
DY mm. -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.006 0.035 -0.049 -0.795 0.910 -0.345 -0.290 -0.021 -0.000 -0.872 -0.950 0.137 0.394 0.872 1.008 0.353 0.046 -0.038 -0.008 -0.007 0.000 -0.050 0.000 0.000 -0.001 -0.004 -0.006 0.000 -0.000 -0.002 -0.004 -0.000 -0.000 -0.008 -0.004
DZ mm. 0.416 0.416 0.416 0.397 0.388 0.380 0.371 0.359 0.279 0.168 0.061 -0.060 -0.237 -0.488 -0.771 -0.808 -0.833 -0.793 0.720 -0.858 -0.332 -0.107 -0.271 -0.884 -0.897 -0.000 0.213 0.646 0.738 0.692 0.664 0.637 -0.000 0.597 0.313 0.021 -0.001 0.002 0.001 0.000 -0.000 -0.155 -0.000 -0.093 -0.004 -0.000 -0.000 -0.000 0.000
RX deg. 0.0002 0.0000 -0.0002 0.0006 0.0009 0.0004 0.0001 -0.0001 0.0000 -0.0000 0.0000 -0.0002 0.0008 -0.0019 0.0071 -0.0063 -0.0407 0.1523 -0.1144 -0.0961 0.1184 0.0518 0.0010 -0.1054 0.0346 0.0500 0.1123 0.1416 0.0207 -0.1006 -0.0418 -0.0062 0.0008 0.0074 -0.0025 0.0004 0.0009 0.0008 0.0008 0.0008 0.0008 0.0009 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008
RY deg. -0.0013 -0.0013 -0.0013 -0.0005 -0.0000 0.0001 0.0001 0.0000 0.0001 -0.0003 0.0016 -0.0077 0.0293 -0.0075 0.0007 -0.0001 -0.0001 -0.0001 -0.0000 -0.0001 -0.0001 -0.0001 -0.0011 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001 -0.0000 -0.0000 0.0000 0.0000 -0.0001 -0.0000 0.0002 0.0003 0.0015 -0.0001 -0.0002 -0.0001 -0.0001 -0.0080 0.0000 0.0268 0.0149 0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0002 0.0003 0.0004 0.0003 0.0002 0.0002 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0006 0.0001 0.0001 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0000 -0.0002 0.0005 0.0004 -0.0000 0.0002 -0.0006 -0.0009
609 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380
DX mm. -0.220 -0.231 -0.247 -0.375 -0.698 -1.175 -1.500 -1.549 -1.390 -1.583 -1.617 -1.652 -1.752 -0.498 -0.044 0.067 0.010 -0.000 -0.005 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -1.666 0.010 0.067 -0.044 -0.499 -1.396 -1.764 -1.632 -1.598 -1.565 0.040 -1.516 -1.199 -0.773 -0.401 -0.122 -0.032 0.003 0.058 0.170 1.461
DY mm. -0.001 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.003
DZ mm. 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.010 -0.068 1.676 0.043 0.499 1.398 1.771 1.641 1.607 1.574 1.525 1.206 -0.061 0.778 0.404 0.123 0.032 -0.009 -0.152 -0.412 -0.779 -1.203 -1.397 -1.520 -1.568 -1.601 -1.635 -1.669 -1.766 -0.499 -0.044 0.067 -0.004 0.010 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.812
RX deg. 0.0008 0.0007 0.0007 0.0006 0.0004 0.0002 0.0001 0.0001 0.0000 0.0001 0.0001 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0006 -0.0000 0.0000 -0.0000 0.0000 -0.0002 -0.0002 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0002 -0.0001
RY deg. 0.0000 0.0000 -0.0000 0.0002 -0.0011 0.0040 -0.0122 0.0064 -0.2000 0.0598 0.1560 0.2025 0.0020 -0.1550 -0.0597 -0.0065 0.0121 -0.0039 -0.0070 0.0013 -0.0005 0.0003 -0.0006 0.0019 0.0017 0.0001 -0.0012 0.0039 -0.2019 -0.0122 0.0065 0.0599 0.1557 0.2015 -0.0003 -0.1559 -0.0599 -0.0065 -0.0041 0.0122 -0.0040 0.0013 -0.0005 0.0002 -0.0004 0.0011 0.0010 -0.0003 -0.2719
RZ deg. -0.0004 -0.0001 0.0001 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0006 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0001 -0.0002 -0.0001 0.0000 -0.0001
610 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 430 431 432 433
DX mm. 0.544 1.046 0.425 -0.017 0.002 0.000 0.000 -0.000 1.621 0.000 2.050 2.115 2.160 2.206 2.253 2.212 -0.098 -0.039 -0.007 0.002 0.003 0.004 0.003 -0.000 -0.000 0.000 0.000 -0.000 -0.000 0.002 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.221 0.002 0.446 0.439 0.013 -0.098 -0.331 -0.000 -0.003 0.006 0.039
DY mm. 0.000 -0.000 -0.001 0.007 -1.195 0.588 -0.907 -0.729 -0.000 -0.008 0.000 0.000 0.000 -0.000 -0.000 -0.001 0.029 0.056 -0.027 -0.000 -0.357 -1.017 -1.215 -0.564 -0.257 0.334 0.562 0.265 0.054 -0.000 -0.016 -0.005 0.000 0.000 0.000 -0.001 -0.004 -0.006 0.000 -0.000 0.000 -0.001 0.000 0.000 -0.001 -0.008 -0.004 -0.001 0.000
DZ mm. -0.000 0.000 -0.746 -0.680 -0.265 -1.515 -0.472 -0.571 -0.000 -0.396 0.008 0.050 -0.036 -0.381 -1.055 -1.108 -0.614 -0.512 -0.447 -0.331 -0.382 -0.317 -0.264 -0.631 -0.860 -1.373 -1.514 -1.473 -1.433 -0.330 -1.392 -1.333 -0.904 -0.529 -0.484 -0.455 -0.425 -0.410 -0.019 -0.329 0.099 0.334 0.221 0.446 0.439 -0.267 -0.240 -0.212 -0.184
RX deg. 0.0003 0.0004 -0.0010 -0.0033 -0.0640 0.0509 -0.0640 -0.0301 0.0004 0.0006 0.0004 0.0004 0.0004 0.0004 0.0004 0.0005 -0.0062 0.0062 0.0434 -0.0002 0.1136 0.1514 0.0602 -0.0522 -0.1324 -0.1837 -0.0946 0.0637 0.0308 -0.0000 0.0066 -0.0041 0.0010 -0.0002 0.0001 0.0004 0.0009 0.0009 0.0006 0.0002 0.0007 0.0007 -0.0000 0.0000 0.0001 -0.0006 -0.0009 -0.0004 -0.0001
RY deg. 0.0004 -0.0010 -0.1662 -0.0532 -0.0005 -0.0000 -0.0004 -0.0002 0.0030 0.0001 -0.0091 0.0052 0.0457 0.1175 0.1495 -0.1479 -0.0026 0.0097 0.0046 0.0001 0.0011 -0.0002 -0.0006 -0.0002 -0.0002 -0.0001 -0.0001 -0.0000 0.0000 0.0001 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0001 0.0001 -0.0153 0.0001 -0.0422 -0.0857 -0.0130 -0.0410 -0.0855 -0.0006 0.0004 0.0045 0.0112
RZ deg. -0.0000 0.0000 -0.0001 -0.0000 0.0001 -0.0002 -0.0000 -0.0001 -0.0000 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0001 -0.0003 -0.0000 0.0001 0.0001 -0.0001 0.0001 0.0002 0.0002 -0.0002 -0.0002 -0.0002 -0.0002 -0.0002 -0.0002 -0.0001 -0.0002 -0.0002 -0.0002 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 0.0000 -0.0001 -0.0000 -0.0001 0.0006 0.0007 0.0007 -0.0001 -0.0001 -0.0001 -0.0001
611 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 434 440 441 442 443 444 445 446 447 448 449 450 451 460 470 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513
DX mm. -0.091 -1.054 -0.261 -0.013 0.051 0.055 0.050 -0.516 -0.359 -0.339 -0.326 0.014 -0.313 0.009 0.003 -0.000 0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.032 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.448 -1.014 -1.346 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000
DY mm. 0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.008 -0.000 0.000 0.000 -0.001 -0.000 -0.004 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.796 -0.935 0.273 0.002 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.007 -0.035 0.000 -0.000 0.000 0.051 0.352 0.884 0.959 -0.155 -0.411 -0.898 -1.036 -0.362 -0.000 -0.047 0.039 0.007
DZ mm. -0.105 -0.025 -0.022 -0.020 -0.018 -0.017 -0.016 -0.000 0.000 -0.000 -0.000 -0.012 -0.000 -0.013 -0.013 -0.011 -0.011 -0.010 -0.009 -0.008 0.846 -0.731 0.360 0.126 -0.000 0.166 0.015 0.041 0.213 0.433 0.680 0.862 0.890 0.000 -0.000 -1.727 0.909 0.929 0.949 0.958 0.017 -0.202 -0.652 -0.747 -0.708 -0.440 -0.686 -0.664 -0.631
RX deg. 0.0001 -0.0001 0.0001 0.0004 0.0009 0.0009 0.0006 -0.0000 -0.0000 -0.0000 -0.0000 -0.0002 -0.0000 -0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0001 0.1597 -0.1176 0.1230 0.0505 -0.0000 -0.0002 -0.0000 0.0000 -0.0003 0.0007 -0.0022 0.0070 -0.0066 -0.0002 -0.0001 -0.0000 -0.0415 -0.0974 -0.1056 0.0396 0.0478 0.1149 0.1455 0.0212 -0.1033 0.0000 -0.0429 -0.0063 0.0075
RY deg. -0.0696 0.0243 0.0861 0.0328 0.0054 0.0001 -0.0025 -0.0036 0.0004 -0.0000 -0.0001 -0.0025 -0.0000 -0.0024 -0.0024 0.0003 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0005 -0.0037 0.1896 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0002 -0.0000 -0.0000 0.0000
RZ deg. -0.0001 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 -0.0001 -0.0004 -0.0000 -0.0009 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
612 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 540 550 560 561 562 563 564 569 570 571 572 573 574 575 576 577 578 580 581 582 583 584 585 586
DX mm. -0.000 0.000 0.012 -1.385 -1.441 -1.478 0.001 -1.517 -1.555 -1.670 -0.489 -0.047 0.063 0.010 -0.000 0.000 0.002 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.360 0.003 0.003 0.000 -0.006 -0.024 -0.048 0.202 0.760 1.105 0.342 0.106 0.035 0.017 0.217 -0.047 -0.026 -0.006 0.012 0.005 0.001 -0.001 -0.001 -0.000 -0.000
DY mm. -0.000 0.000 -0.008 0.000 0.000 0.000 -0.008 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 0.000 0.000 0.000 -0.000 -0.000 -0.002 -0.004
DZ mm. -0.408 -0.114 0.026 0.010 0.070 -0.039 -0.056 -0.495 -1.406 -1.807 -1.691 -1.656 -1.622 -1.571 -1.240 -0.754 -0.041 -0.289 -0.166 -0.087 -0.076 -0.069 -0.063 -0.059 0.088 -0.041 -0.041 -0.029 -0.024 -0.018 -0.013 -0.002 0.004 0.010 -0.000 0.000 -0.000 0.000 0.062 0.114 0.140 0.165 -0.001 0.228 0.457 0.686 0.786 1.016 1.246
RX deg. -0.0022 0.0006 -0.0001 -0.0000 -0.0000 -0.0000 0.0006 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0002 -0.0000 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0002 0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0004 0.0009 -0.0000 -0.0000 0.0000 0.0001 0.0002 0.0005 0.0004
RY deg. -0.0000 0.0002 0.0004 0.0124 -0.0060 -0.0595 0.0001 -0.1571 -0.2079 -0.0149 0.1499 0.0585 0.0068 -0.0116 0.0039 -0.0010 0.0001 -0.0001 0.0000 -0.0000 -0.0000 0.0000 0.0001 0.0001 0.0030 0.0001 0.0001 -0.0009 -0.0026 -0.0051 -0.0033 0.0872 0.1069 -0.0026 0.0006 -0.0001 -0.0001 0.0004 -0.0887 0.0014 0.0051 0.0033 -0.0015 -0.0013 -0.0005 -0.0001 -0.0000 0.0001 0.0000
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001
613 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 590 591 592 593 594 595 596 597 598 599 600 601 610 620 630 640 641 642 643 644 645 799 800 810 820 825 830 831 832 833 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853
DX mm. 0.034 0.020 0.009 0.003 0.002 0.002 0.001 0.011 -0.096 0.001 0.001 -0.327 -0.000 0.000 0.000 -0.000 -0.001 -0.001 -0.001 -0.002 -0.006 -0.000 0.004 0.008 0.006 0.005 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.091 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000
DY mm. 0.000 -0.000 0.000 0.000 0.000 -0.001 -0.004 0.000 -0.000 -0.006 -0.008 -0.001 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 -0.001 0.828 -0.877 0.345 0.001 -0.011 0.000 -0.036 0.047 0.344 0.881 0.970 0.085 -0.073 -0.334 -0.820 -0.963 -0.343 -0.047 0.036
DZ mm. -0.010 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.215 0.440 -0.000 -0.000 0.435 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.001 0.000 -0.000 0.178 0.191 0.248 0.248 0.249 0.309 0.337 0.364 0.391 0.690 -0.784 0.256 0.433 0.632 -0.017 0.676 0.706 0.736 0.766 0.784 0.045 -0.057 -0.269 -0.706 -0.801 -0.754 -0.724 -0.694
RX deg. 0.0000 0.0002 0.0004 0.0006 0.0006 0.0006 0.0006 -0.0000 0.0000 0.0006 0.0006 0.0002 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007 0.0009 0.0009 0.0006 -0.0002 -0.0000 0.0002 -0.0006 -0.0008 -0.0003 -0.0001 0.1432 -0.1083 0.1127 -0.0007 0.0060 0.0007 -0.0064 -0.0407 -0.0972 -0.1092 0.0255 0.0499 0.0501 0.1134 0.1443 0.0270 -0.0968 -0.0406 -0.0061
RY deg. -0.0028 0.0008 -0.0002 0.0000 -0.0000 -0.0000 -0.0000 -0.0121 -0.0403 -0.0000 -0.0000 -0.0846 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0001 -0.0000 0.0006 -0.0046 0.0023 0.0015 -0.0005 -0.0005 -0.0005 -0.0003 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0015 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
RZ deg. 0.0004 -0.0001 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0005 0.0006 0.0009 0.0006 0.0007 -0.0002 -0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0002 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001
614 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 854 855 856 857 900 901 902 903 904 905 906 910 911 912 913 914 915 916 917 918 920 921 922 923 924 925 926 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951
DX mm. 0.000 -0.000 0.000 -0.000 0.016 0.011 0.024 0.075 0.208 -0.070 -0.285 0.576 0.787 1.003 1.059 1.115 1.171 1.339 0.008 -0.300 1.160 0.446 0.057 -0.049 -0.009 0.000 -0.000 0.001 0.000 -0.000 0.000 -0.010 -0.059 0.050 0.477 1.292 1.572 1.440 1.396 1.353 1.311 1.248 0.838 -0.228 -0.457 -0.686 -0.787 0.467 0.136
DY mm. 0.006 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.001 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.001 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000
DZ mm. -0.650 -0.324 0.014 0.067 0.004 -0.000 0.000 -0.000 0.000 -0.405 -0.406 0.007 -0.004 0.071 -0.041 -0.482 -1.410 -1.900 -0.410 -0.383 -1.875 -1.830 -1.786 -1.743 -1.680 -1.259 -0.692 -0.229 0.335 0.784 1.264 1.615 1.669 1.705 1.743 1.781 1.843 1.412 0.489 0.034 -0.073 -0.010 -0.001 -0.086 -0.010 0.011 0.011 0.006 0.000
RX deg. 0.0071 -0.0018 -0.0002 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0002 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. 0.0001 -0.0009 0.0013 -0.0029 -0.0001 0.0002 -0.0008 0.0031 -0.0109 0.0352 0.0791 0.0403 -0.0156 0.0138 0.0573 0.1562 0.2214 0.0606 0.0850 0.0946 -0.1480 -0.1282 -0.0529 -0.0076 0.0093 -0.0014 -0.0073 0.0306 -0.0041 -0.0002 0.0034 -0.0109 0.0071 0.0569 0.1436 0.1772 -0.0295 -0.2134 -0.1581 -0.0592 -0.0056 0.0139 -0.0171 0.0254 0.0103 0.0015 -0.0000 0.0558 -0.0160
RZ deg. -0.0001 -0.0001 -0.0001 -0.0001 0.0006 -0.0002 0.0000 0.0000 -0.0001 0.0007 0.0007 0.0002 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0004 0.0005 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0001 -0.0000 0.0000 0.0001 0.0002 0.0004 -0.0001
615 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 952 953 954 955 956 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 980 990 1000 1010 1011 1012 1013 1014 1199 1200 1210 1220 1230 1240 1241 1242 1243 1244 1250 1251 1252 1253 1260 1261 1262 1263 1264 1265
DX mm. -1.016 -1.246 0.168 -0.108 -0.385 0.017 0.004 0.002 0.001 0.000 -0.000 -0.000 -0.000 0.006 -0.000 -0.000 0.000 -0.001 -0.001 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.307 -0.300 -0.272 -0.272 -0.272 -0.247 -0.236 -0.225 -0.214 -0.179 -0.145 -0.058 0.093 0.333 -0.055 -0.015 0.001 0.017 0.060 -0.019
DY mm. -0.002 -0.004 0.000 -0.000 -0.001 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 0.000 -0.006 -0.008 0.000 -0.000 -0.000 -0.002 -0.004 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.001 0.001 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 0.000 -0.000 -0.001 -0.000 0.000 0.000 -0.000 0.000 -0.000
DZ mm. 0.007 0.002 -0.222 -0.450 -0.431 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.001 -0.228 0.002 0.002 -0.457 -0.686 -0.787 -1.016 -1.246 0.002 -0.000 -0.003 0.000 0.026 0.026 -0.082 -0.509 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.001 -0.004 0.020 -0.206 -0.432 -0.424 -0.001 -0.000 0.000 -0.000 0.000 0.225
RX deg. 0.0000 0.0000 0.0000 -0.0000 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0001 -0.0002 -0.0005 -0.0004 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000
RY deg. -0.0012 -0.0010 0.0613 0.0672 0.0923 0.0028 -0.0004 0.0001 -0.0000 -0.0000 0.0000 0.0001 0.0003 0.0020 0.0004 0.0004 0.0007 0.0001 -0.0000 -0.0001 -0.0001 -0.0010 -0.0011 -0.0011 0.0041 0.0041 -0.0101 -0.0474 -0.1073 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 -0.0003 0.0019 -0.0122 -0.0244 -0.0471 -0.0852 0.0079 -0.0020 0.0001 0.0015 -0.0061 0.0061
RZ deg. 0.0005 0.0004 0.0005 0.0005 0.0006 0.0000 -0.0000 -0.0000 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0000 0.0009 0.0006 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0002 0.0000 0.0002 -0.0006 -0.0009 -0.0005 -0.0002 0.0000 -0.0009 -0.0006 0.0002 -0.0000 -0.0002 0.0006 0.0009 0.0004 0.0001 -0.0000 -0.0002 -0.0003 -0.0004 -0.0005 0.0001 -0.0000 0.0000 -0.0000 0.0001 0.0001
616 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 1266 1267 1268 1269 1270 1271 1272 1273 1274 1280 1281 1282 1283 1284 1285 1286 1290 1291 1292 1293 1294 1295 1300 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335
DX mm. -0.002 0.003 0.001 0.000 0.213 -0.000 -0.000 0.092 0.272 0.959 1.445 1.503 1.543 1.583 1.624 1.718 1.355 0.483 0.042 -0.065 -0.014 0.001 -0.000 0.005 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.004 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.001 0.003 0.058 -0.255 -0.521 -1.114 -1.226 -1.301
DY mm. 0.000 0.000 0.000 -0.000 0.000 -0.002 -0.004 0.000 -0.001 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.008 -0.000 -0.001 0.000 -0.000 -0.000 -0.000 -0.007 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.003 -0.001 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 0.000
DZ mm. 0.452 0.679 1.060 1.443 0.005 1.672 1.901 -0.401 -0.413 -0.000 0.008 0.064 -0.043 -0.481 -1.342 -1.688 -1.587 -1.545 -1.504 -1.463 -1.404 -1.113 -0.851 -0.329 -0.047 0.386 0.070 0.404 0.169 0.404 0.273 0.404 0.425 0.534 0.350 0.361 0.369 0.377 0.382 0.435 0.445 0.455 0.493 0.629 0.582 0.003 0.007 0.049 -0.041
RX deg. -0.0000 -0.0000 -0.0000 0.0002 0.0000 0.0005 0.0004 -0.0000 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0007 0.0000 -0.0002 -0.0000 -0.0001 0.0000 0.0001 -0.0005 -0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0008 -0.0004 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000
RY deg. 0.0024 0.0004 -0.0003 -0.0001 0.0239 -0.0000 0.0000 -0.0160 -0.0731 -0.0000 -0.0119 0.0062 0.0576 0.1496 0.1927 -0.0033 -0.1967 -0.1511 -0.0579 -0.0064 0.0103 -0.0007 -0.0064 0.0436 -0.0096 -0.0000 0.0017 -0.0000 -0.0004 -0.0000 0.0001 -0.0000 0.0000 -0.0095 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0001 -0.0004 0.0022 0.0570 -0.0086 -0.0297 0.0114 -0.0063 -0.0455
RZ deg. 0.0001 0.0001 0.0001 0.0001 -0.0006 0.0001 0.0001 -0.0006 -0.0007 0.0001 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000
617 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 1367 1368 1369 1370 1371 1372 1373 1374 1375 1376 1377 1378 1379 1380 1381 1382 1383 1384
DX mm. -1.377 -1.454 -1.510 -0.209 -1.147 -0.393 -0.005 -0.002 -0.000 0.001 -0.000 -0.000 -0.005 -0.058 1.378 -0.024 0.064 0.038 0.011 -0.001 -0.004 -0.007 -0.014 0.028 0.780 0.371 1.081 1.430 1.291 1.205 1.120 0.949 -0.423 -0.637 0.134 -0.133 -0.406 -0.449 -0.477 -0.480 1.075 -0.072 0.126 -0.506 -0.685 -0.535 -0.558 0.228 0.464
DY mm. -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.008 -0.001 -0.000 -0.000 -0.007 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.003 -0.001 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.008 -0.041 0.044 0.961 -0.831 0.511 0.269 0.364 -0.000 0.957 1.078 0.111 -0.168
DZ mm. -0.377 -1.009 -1.197 -0.124 -1.061 -0.978 -0.462 -0.282 -0.279 -0.276 -0.102 0.152 0.412 0.673 0.932 -0.895 -0.813 -0.706 -0.624 -0.543 -0.503 -0.021 0.060 0.766 0.014 0.859 0.953 1.092 0.356 0.046 -0.047 -0.078 -0.014 0.014 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.007 0.000 0.000 -0.000 -0.000
RX deg. -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0007 -0.0003 -0.0001 0.0001 -0.0005 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0004 0.0009 0.0009 -0.0008 -0.0004 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.1121 -0.1349 0.0340 0.0365 0.1764 0.1285 -0.0003 0.0006 0.0006 0.0006 -0.0011 0.0090 -0.0073 0.0083 -0.1222 0.0480 0.0057 -0.0070 -0.0045 -0.0017 -0.0008 -0.0018 -0.0002 0.0447 0.0616 0.1204 0.1673 0.0369 -0.1027 -0.0428 -0.0108 -0.0057 0.0147 0.0020 -0.0102 0.0026 -0.0003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0812 0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0007 -0.0019 0.0076 -0.0060 -0.0432 0.1308 -0.0953 0.1059 0.0447 -0.1060 -0.0004 -0.1249 0.0057 0.0513 0.1260
618 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 1385 1386 1387 1388 1389 1390 1391 1392 1393 1394 1395 1396 1397 1398 1399 1400 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433
DX mm. 0.962 1.082 1.052 1.030 1.009 -1.543 0.977 0.772 0.494 0.249 0.047 -0.082 -0.265 -1.287 -1.371 -1.672 -1.428 -1.485 -1.514 -0.958 -3.234 -3.571 -3.797 -4.025 0.143 -1.674 0.228 0.313 0.440 1.406 2.319 3.465 3.633 3.747 3.862 -1.677 3.978 3.301 0.362 0.077 -0.025 -0.022 -0.002 0.001 0.001 -1.809 -1.869 -1.977 -2.039
DY mm. -0.708 -0.886 -0.337 -0.052 0.031 -0.008 0.007 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.001 -0.004 -0.006 0.000 0.000 -0.000 -0.002 -0.004 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.002 -0.004 -0.008 -0.003 0.000 0.000
DZ mm. -0.000 -0.000 0.000 0.000 0.000 0.002 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.004 -0.011 0.004 -0.005 -0.001 0.001 0.003 -0.000 0.000 0.000 0.000 0.280 0.004 0.055 -0.018 -0.005 0.000 0.000 0.000 -0.075 -0.135 -0.056 0.004 0.496 2.075 -0.212 -0.439 -0.666 -1.048 -1.431 -1.659 -1.889 -0.000 0.004 0.336 0.826
RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0002 -0.0005 -0.0004 -0.0000 -0.0001 -0.0001 -0.0001
RY deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 -0.0000 0.0000 -0.0001 0.0003 -0.0017 0.0066 -0.0220 -0.0086 0.0007 0.0000 0.0012 0.0008 0.0006 -0.0026 0.0003 -0.0000 -0.0000 -0.0000 0.0683 -0.0000 0.0325 0.0068 -0.0044 0.0016 -0.0025 0.0090 0.0140 0.0025 -0.0633 -0.0000 -0.2159 -0.7209 0.0842 0.0424 0.0111 -0.0039 -0.0014 -0.0003 0.0001 -0.0009 0.0109 0.0890 0.0855
RZ deg. 0.1661 0.0513 -0.0913 -0.0397 -0.0067 0.0006 0.0064 -0.0021 0.0007 -0.0002 0.0001 -0.0000 0.0001 -0.0000 0.0001 -0.0002 0.0004 0.0009 0.0009 -0.0000 0.0000 0.0002 0.0005 0.0004 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0002 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0006 -0.0008 -0.0002 -0.0000
619 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 1451 1452 1453 1454 1455 1456 1457 2145 2154 2155 2165 2209 2210 2220 3269 3270 3280 3350 3359 3360 3370 4370 4379 4380 4390 4579 4580 4590 5590 5599 5600 5610
DX mm. -1.989 0.229 0.458 -0.249 0.112 0.412 -1.377 -0.428 -0.002 0.084 0.035 -0.033 -0.094 -0.025 0.390 1.393 2.282 2.197 2.221 2.160 2.100 2.013 1.418 0.688 -0.521 -0.657 -0.881 -0.901 -7.675 -7.790 -7.810 -0.580 -0.695 -0.715 0.232 0.088 -0.084 -0.260 -0.525 -0.662 -0.885 -0.905 0.000 0.000 0.000 -0.520 -0.656 -0.880 -0.900
DY mm. 0.000 0.000 0.000 0.000 -0.000 -0.001 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000
DZ mm. 0.794 0.075 0.018 0.223 0.453 0.426 0.549 0.462 0.375 0.289 0.160 -0.049 -0.178 -0.265 -0.351 -0.437 -0.874 -0.783 -0.336 -0.043 0.037 0.007 -0.000 0.000 -0.231 -0.088 0.083 0.259 0.000 0.000 0.000 0.024 0.048 0.098 0.528 0.664 0.888 0.908 0.232 0.088 -0.084 -0.260 1.361 1.476 1.496 0.230 0.088 -0.083 -0.258
RX deg. -0.0001 -0.0001 -0.0001 -0.0000 0.0000 0.0002 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0002 -0.0002 -0.0002 -0.0002 -0.0002 0.0000 0.0000 0.0000 0.0008 0.0008 0.0008 0.0008 0.0005 -0.0011 -0.0012 0.0001 0.0001 0.0001 0.0001 0.0000 -0.0009 -0.0011 0.0002 0.0002 0.0002 0.0002
RY deg. -0.1257 0.0163 0.0087 0.0859 0.0807 0.0959 -0.2391 -0.1557 -0.0528 -0.0037 0.0086 0.0095 -0.0006 -0.0490 -0.1589 -0.2684 0.1115 -0.1894 0.0966 0.0398 0.0057 -0.0071 0.0017 0.0011 0.0650 0.0484 0.0379 0.0379 0.0000 0.0000 0.0000 0.0119 0.0109 0.0109 -0.0652 -0.0485 -0.0379 -0.0379 -0.0653 -0.0486 -0.0380 -0.0380 0.0000 0.0000 0.0000 -0.0647 -0.0481 -0.0377 -0.0377
RZ deg. 0.0000 -0.0000 -0.0001 -0.0004 -0.0005 -0.0006 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0008 0.0005 -0.0011 -0.0012 0.0000 -0.0009 -0.0010 -0.0000 -0.0009 -0.0011 -0.0001 -0.0001 -0.0001 -0.0001 0.0008 0.0005 -0.0011 -0.0012 -0.0001 -0.0001 -0.0001 0.0008 0.0005 -0.0011 -0.0012
620 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 6900 6909 6910 6920 7910 7919 7920 7930 8929 8930 8940 9950 9959 9960 9970 10959 10960 10970 11250 11259 11260 11270 12259 12260 12270 13270 13279 13280 13290 14309 14310 14320 15320 15321 15322 15323 15324 15325 15326 15327 15328 15329 15330 15331 16359 16360 16370 17370 17371
DX mm. -0.472 -0.608 -0.832 -0.852 -0.496 -0.633 -0.856 -0.876 -1.361 -1.476 -1.496 -0.584 -0.720 -0.944 -0.963 0.000 0.000 0.000 0.526 0.662 0.886 0.905 -0.000 -0.000 0.000 0.455 0.591 0.815 0.835 -4.140 -4.255 -4.275 1.478 0.258 -0.126 -0.131 -0.032 -0.001 0.005 0.003 0.001 -0.000 -0.001 -0.000 0.001 0.001 0.000 0.692 0.862
DY mm. -0.003 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.005 0.000 -0.000 -0.002 -0.004 -0.000 -0.005 -0.005 -0.005 -0.000 -0.001 -0.002
DZ mm. -0.216 -0.083 0.078 0.242 -0.181 -0.054 0.088 0.231 -0.000 -0.002 -0.006 -0.218 -0.077 0.088 0.256 -1.361 -1.477 -1.496 -0.222 -0.083 0.083 0.253 2.017 2.132 2.151 -0.229 -0.093 0.074 0.245 -0.000 -0.000 -0.000 3.039 3.251 3.465 3.680 4.005 5.442 4.425 4.759 4.985 5.212 5.461 5.327 -2.004 -2.119 -2.139 -0.003 -0.006
RX deg. -0.0001 -0.0001 -0.0001 -0.0001 -0.0003 -0.0003 -0.0003 -0.0003 0.0000 0.0000 0.0000 -0.0002 -0.0002 -0.0002 -0.0002 -0.0000 0.0009 0.0011 -0.0003 -0.0003 -0.0003 -0.0003 0.0000 -0.0009 -0.0010 -0.0002 -0.0002 -0.0002 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0009 0.0000 0.0002 0.0005 0.0004 -0.0010 0.0000 -0.0000 0.0009 0.0010 -0.0001 -0.0001
RY deg. 0.0607 0.0452 0.0354 0.0354 0.0594 0.0419 0.0309 0.0309 -0.0008 -0.0008 -0.0008 0.0650 0.0473 0.0362 0.0362 -0.0001 -0.0001 -0.0001 -0.0635 -0.0470 -0.0365 -0.0365 0.0000 0.0000 0.0000 -0.0609 -0.0462 -0.0370 -0.0370 -0.0000 -0.0000 -0.0000 -0.3811 -0.1739 -0.0359 0.0105 0.0116 -0.0001 0.0005 -0.0006 -0.0003 -0.0001 -0.0001 -0.0001 0.0001 0.0001 0.0001 0.0023 0.0002
RZ deg. 0.0008 0.0005 -0.0011 -0.0012 0.0007 0.0005 -0.0010 -0.0012 0.0000 -0.0009 -0.0011 0.0008 0.0005 -0.0010 -0.0012 0.0000 0.0000 0.0000 -0.0007 -0.0005 0.0010 0.0012 0.0001 0.0001 0.0001 -0.0008 -0.0005 0.0011 0.0012 0.0000 -0.0009 -0.0010 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0003 -0.0005
621 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 1 (HYD) WW+HP
NODE 17372 17379 17380 17390 18380 18389 18390 18400
DX mm. 1.032 1.147 1.262 1.282 0.613 0.749 0.973 0.992
DY mm. -0.004 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000
DZ mm. -0.005 -0.003 -0.002 0.001 0.210 0.070 -0.091 -0.255
RX deg. -0.0001 -0.0001 -0.0001 -0.0001 0.0002 0.0002 0.0002 0.0002
RY deg. -0.0005 -0.0007 -0.0007 -0.0007 0.0648 0.0467 0.0353 0.0353
RZ deg. -0.0005 -0.0000 0.0009 0.0011 -0.0008 -0.0005 0.0010 0.0012
622 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 10 11 12 13 14 15 16 17 18 19 20 30 40 50 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 89 90 100 110 120 130 131 132 133 134
DX mm. -6.702 -6.547 -6.396 -6.247 -6.028 -3.907 -3.746 -3.641 -3.537 -3.486 -3.435 -3.210 -3.205 -3.199 -2.977 -2.878 -2.779 -2.682 -2.538 -1.455 -0.462 -0.343 -0.263 -0.183 0.350 -0.104 0.135 0.201 0.060 -0.000 -0.004 0.000 -0.000 -0.017 0.000 0.000 0.000 0.000 0.000 0.001 -0.000 -0.001 -0.001 -0.001 -0.000 -0.000 -0.000
DY mm. -0.000 0.000 0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.004 0.001 -0.006 -0.007 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000
DZ mm. -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.005 -0.062 -0.020 0.262 1.596 0.947 1.488 1.545 1.494 1.445 1.371 0.865 0.071 -0.321 -0.712 -0.531 -0.577 -0.422 -0.318 -0.019 -0.000 0.017 0.000 -0.004 -0.002 -0.002 0.002
RX deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0002 -0.0025 0.0099 0.0010 -0.0328 -0.1082 0.0034 -0.1840 -0.1474 0.0364 0.0227 0.0070 -0.0015 0.0004 0.0002 0.0003 -0.0013 0.0591 -0.0644 0.0594 0.0538 0.0084 0.0078 0.0073 -0.0028 -0.0000 0.0003 -0.0007 0.0056
RZ deg. 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0001 -0.0001 -0.0004 -0.0009 -0.0009 -0.0006 0.0002 -0.0000 -0.0002 0.0006 0.0009 0.0004 0.0001 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0001 0.0001 0.0001 0.0002 0.0004 0.0005 0.0006 0.0010 0.0003 0.0010 0.0008 -0.0002 -0.0000 0.0002 -0.0006 -0.0008 -0.0004 -0.0002 0.0001
623 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 139 140 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 170 180 190 200 201 202 203 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225
DX mm. -0.449 0.000 0.016 0.003 -0.007 -0.029 -0.096 -0.974 -0.312 -0.601 -0.932 -1.179 -1.216 -1.242 -1.268 -1.295 -1.313 0.000 -0.323 -0.004 0.054 0.021 0.009 0.005 -0.065 -0.222 -0.008 -0.006 -0.004 -0.000 -0.006 -0.003 0.034 0.238 0.076 0.007 -0.013 0.125 0.013 -0.100 -0.269 -1.538 -0.016 -0.016 -3.063 -4.584 -4.807 -4.957 -5.110
DY mm. -0.002 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.008 0.000 0.000 -0.001 -0.004 -0.006 0.000 0.000 -0.001 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.000 -0.001 -0.004 0.000 0.000 -0.000 -0.000 -0.000 -0.006 -0.008 0.000 0.000 -0.000 -0.002 -0.004
DZ mm. 0.125 0.205 0.005 -0.000 -0.000 0.000 -0.000 0.824 0.000 -0.000 0.000 -0.006 -0.034 0.039 0.310 0.810 0.939 0.633 0.790 0.756 0.699 0.666 0.649 -0.155 -0.300 -0.296 0.559 0.557 0.555 0.485 0.453 0.422 0.390 0.326 0.310 0.303 0.296 0.162 0.040 -0.006 -0.003 0.000 0.292 0.288 -0.000 0.000 -0.000 -0.000 -0.000
RX deg. -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000 -0.0004 -0.0009 -0.0009 0.0000 -0.0000 -0.0001 0.0002 0.0000 -0.0002 0.0006 0.0008 0.0004 0.0001 0.0000 -0.0001 -0.0004 -0.0009 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0009 -0.0006 0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.0015 0.0079 -0.0001 0.0000 -0.0000 0.0000 -0.0001 -0.1545 0.0002 -0.0007 0.0021 -0.0066 0.0052 0.0368 0.0896 0.1039 -0.0409 0.0032 -0.1109 -0.0416 0.0065 0.0063 0.0046 0.0082 0.0273 0.0575 -0.0008 -0.0008 -0.0008 0.0008 0.0007 -0.0040 -0.0148 -0.0188 0.0230 0.0094 0.0021 -0.0348 -0.0186 -0.0047 0.0019 -0.0005 0.0007 0.0000 0.0001 -0.0000 0.0000 0.0000 0.0000
RZ deg. -0.0001 -0.0001 0.0005 -0.0001 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 0.0006 0.0007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0001 0.0001 -0.0000 0.0000 0.0002 0.0005 0.0004
624 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 230 240 250 260 261 262 263 264 265 266 267 268 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 310 320 330 331
DX mm. -0.010 -0.008 -0.006 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.001 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.006 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.099 0.000 -0.000 -0.015 -0.074 -0.082 -0.088 -0.094 -0.097 -0.005 -0.112 -0.155 -0.314 -0.113 -0.114 -0.130 -0.137
DY mm. -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.004 0.023 -0.033 -0.537 0.615 -0.233 -0.196 -0.014 -0.000 -0.589 -0.642 0.093 0.266 0.590 0.681 0.238 0.031 -0.026 -0.008 -0.005 0.000 -0.034 0.000 0.000 -0.001 -0.004 -0.006 0.000 -0.000 -0.002 -0.004 -0.000 -0.000 -0.008 -0.004
DZ mm. 0.273 0.272 0.271 0.258 0.252 0.247 0.241 0.234 0.181 0.109 0.039 -0.041 -0.160 -0.330 -0.521 -0.546 -0.563 -0.536 0.486 -0.580 -0.224 -0.073 -0.183 -0.598 -0.606 -0.000 0.144 0.437 0.498 0.468 0.449 0.431 -0.000 0.403 0.212 0.014 -0.000 0.001 0.001 0.000 -0.000 -0.104 -0.000 -0.063 -0.003 -0.000 -0.000 -0.000 0.000
RX deg. 0.0002 0.0000 -0.0002 0.0006 0.0009 0.0004 0.0001 -0.0001 0.0000 -0.0000 0.0000 -0.0001 0.0005 -0.0013 0.0048 -0.0043 -0.0275 0.1030 -0.0773 -0.0649 0.0800 0.0350 0.0007 -0.0712 0.0234 0.0338 0.0759 0.0957 0.0140 -0.0680 -0.0283 -0.0042 0.0006 0.0050 -0.0017 0.0003 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005
RY deg. -0.0009 -0.0009 -0.0009 -0.0003 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0002 0.0011 -0.0052 0.0198 -0.0050 0.0005 -0.0000 -0.0001 -0.0001 -0.0000 -0.0000 -0.0001 -0.0001 -0.0007 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0001 0.0002 0.0010 -0.0001 -0.0001 -0.0001 -0.0001 -0.0054 0.0000 0.0181 0.0101 0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0002 0.0003 0.0004 0.0003 0.0002 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0006 0.0001 0.0001 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0000 -0.0002 0.0005 0.0004 -0.0000 0.0002 -0.0006 -0.0009
625 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380
DX mm. -0.144 -0.152 -0.163 -0.250 -0.470 -0.793 -1.012 -1.046 -0.939 -1.068 -1.092 -1.115 -1.183 -0.336 -0.030 0.045 0.007 -0.000 -0.003 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -1.126 0.007 0.046 -0.030 -0.337 -0.944 -1.192 -1.102 -1.080 -1.057 0.027 -1.024 -0.810 -0.522 -0.271 -0.083 -0.021 0.002 0.039 0.115 0.987
DY mm. -0.001 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.002
DZ mm. 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.007 -0.046 1.132 0.029 0.337 0.945 1.197 1.109 1.086 1.064 1.031 0.815 -0.041 0.526 0.273 0.083 0.021 -0.006 -0.103 -0.278 -0.526 -0.813 -0.945 -1.027 -1.059 -1.082 -1.104 -1.128 -1.194 -0.337 -0.030 0.046 -0.003 0.007 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.548
RX deg. 0.0005 0.0005 0.0005 0.0004 0.0003 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0006 -0.0000 0.0000 -0.0000 0.0000 -0.0002 -0.0002 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0001 -0.0000
RY deg. 0.0000 0.0000 -0.0000 0.0001 -0.0007 0.0027 -0.0082 0.0043 -0.1351 0.0404 0.1054 0.1369 0.0015 -0.1047 -0.0403 -0.0044 0.0082 -0.0027 -0.0047 0.0008 -0.0003 0.0002 -0.0004 0.0013 0.0012 0.0000 -0.0008 0.0027 -0.1364 -0.0082 0.0044 0.0405 0.1053 0.1362 -0.0002 -0.1054 -0.0405 -0.0044 -0.0028 0.0082 -0.0027 0.0009 -0.0003 0.0001 -0.0003 0.0008 0.0007 -0.0002 -0.1838
RZ deg. -0.0004 -0.0001 0.0001 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0006 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0001 -0.0002 -0.0001 0.0000 -0.0001
626 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 430 431 432 433
DX mm. 0.368 0.707 0.287 -0.011 0.001 0.000 0.000 -0.000 1.096 0.000 1.386 1.430 1.460 1.491 1.523 1.495 -0.066 -0.026 -0.005 0.001 0.002 0.003 0.002 -0.000 -0.000 0.000 0.000 -0.000 -0.000 0.001 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.149 0.001 0.301 0.297 0.009 -0.066 -0.224 -0.000 -0.002 0.004 0.026
DY mm. 0.000 -0.000 -0.001 0.005 -0.807 0.398 -0.613 -0.492 -0.000 -0.008 0.000 0.000 0.000 -0.000 -0.000 -0.001 0.020 0.038 -0.018 -0.000 -0.241 -0.687 -0.821 -0.381 -0.173 0.226 0.380 0.179 0.036 -0.000 -0.011 -0.003 0.000 0.000 0.000 -0.001 -0.004 -0.006 0.000 -0.000 0.000 -0.001 0.000 0.000 -0.001 -0.008 -0.004 -0.001 0.000
DZ mm. -0.000 0.000 -0.503 -0.459 -0.179 -1.023 -0.319 -0.386 -0.000 -0.265 0.005 0.034 -0.024 -0.258 -0.713 -0.749 -0.415 -0.345 -0.301 -0.221 -0.258 -0.214 -0.178 -0.426 -0.581 -0.927 -1.022 -0.995 -0.967 -0.219 -0.940 -0.900 -0.609 -0.355 -0.325 -0.305 -0.285 -0.275 -0.013 -0.218 0.067 0.226 0.149 0.301 0.297 -0.177 -0.158 -0.140 -0.122
RX deg. 0.0002 0.0003 -0.0007 -0.0023 -0.0433 0.0344 -0.0433 -0.0203 0.0003 0.0006 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 -0.0042 0.0042 0.0293 -0.0002 0.0767 0.1022 0.0406 -0.0353 -0.0894 -0.1240 -0.0639 0.0431 0.0208 0.0000 0.0044 -0.0027 0.0007 -0.0001 0.0001 0.0004 0.0009 0.0009 0.0006 0.0002 0.0007 0.0007 -0.0000 0.0000 0.0001 -0.0006 -0.0009 -0.0004 -0.0001
RY deg. 0.0003 -0.0006 -0.1123 -0.0360 -0.0004 -0.0000 -0.0002 -0.0002 0.0020 0.0001 -0.0061 0.0035 0.0309 0.0794 0.1010 -0.1000 -0.0017 0.0066 0.0031 0.0001 0.0007 -0.0001 -0.0004 -0.0001 -0.0001 -0.0001 -0.0001 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0001 -0.0103 0.0000 -0.0286 -0.0580 -0.0088 -0.0278 -0.0579 -0.0004 0.0002 0.0030 0.0076
RZ deg. -0.0000 0.0000 -0.0001 -0.0000 0.0001 -0.0001 -0.0000 -0.0001 -0.0000 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0001 -0.0002 -0.0000 0.0000 0.0001 -0.0001 0.0001 0.0001 0.0002 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 0.0000 -0.0001 -0.0000 -0.0001 0.0006 0.0007 0.0007 -0.0001 -0.0001 -0.0000 -0.0000
627 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 434 440 441 442 443 444 445 446 447 448 449 450 451 460 470 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513
DX mm. -0.062 -0.712 -0.176 -0.009 0.034 0.036 0.033 -0.346 -0.238 -0.225 -0.216 0.006 -0.207 0.003 -0.001 -0.000 0.001 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.021 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.303 -0.685 -0.910 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000
DY mm. 0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.008 -0.000 0.000 0.000 -0.001 -0.000 -0.004 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.538 -0.632 0.184 0.001 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.005 -0.024 -0.000 -0.000 0.000 0.034 0.238 0.597 0.648 -0.105 -0.278 -0.607 -0.700 -0.245 -0.000 -0.032 0.026 0.005
DZ mm. -0.069 -0.017 -0.014 -0.012 -0.011 -0.010 -0.009 -0.000 0.000 -0.000 -0.000 -0.006 -0.000 -0.005 -0.004 -0.003 -0.003 -0.002 -0.002 -0.001 0.572 -0.494 0.243 0.085 0.003 0.112 0.012 0.029 0.144 0.293 0.459 0.583 0.602 0.000 -0.000 -1.167 0.615 0.628 0.641 0.648 0.012 -0.136 -0.440 -0.505 -0.479 -0.296 -0.463 -0.449 -0.427
RX deg. 0.0001 -0.0001 0.0001 0.0004 0.0009 0.0009 0.0006 -0.0000 -0.0000 -0.0000 -0.0000 -0.0002 -0.0000 -0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0001 0.1079 -0.0795 0.0831 0.0341 -0.0000 -0.0002 -0.0000 0.0000 -0.0002 0.0005 -0.0015 0.0047 -0.0045 -0.0001 -0.0001 -0.0000 -0.0281 -0.0658 -0.0714 0.0268 0.0323 0.0776 0.0983 0.0143 -0.0698 0.0000 -0.0290 -0.0043 0.0051
RY deg. -0.0470 0.0164 0.0581 0.0221 0.0035 -0.0001 -0.0019 -0.0024 0.0003 -0.0000 -0.0000 -0.0016 -0.0000 -0.0016 -0.0015 0.0004 0.0000 -0.0001 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0004 -0.0025 0.1282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0001 -0.0000 -0.0000 0.0000
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 -0.0001 -0.0004 -0.0000 -0.0009 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
628 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 540 550 560 561 562 563 564 569 570 571 572 573 574 575 576 577 578 580 581 582 583 584 585 586
DX mm. -0.000 0.000 0.008 -0.936 -0.973 -0.999 0.000 -1.024 -1.051 -1.129 -0.330 -0.032 0.043 0.007 -0.000 0.000 0.001 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.243 0.002 0.002 0.000 -0.004 -0.016 -0.033 0.136 0.514 0.747 0.231 0.072 0.024 0.011 0.146 -0.032 -0.017 -0.004 0.008 0.003 0.000 -0.000 -0.000 -0.000 -0.000
DY mm. -0.000 0.000 -0.005 0.000 0.000 0.000 -0.008 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 0.000 0.000 0.000 -0.000 -0.000 -0.002 -0.004
DZ mm. -0.276 -0.077 0.018 0.007 0.047 -0.026 -0.036 -0.334 -0.951 -1.221 -1.142 -1.119 -1.095 -1.061 -0.837 -0.509 -0.026 -0.194 -0.111 -0.057 -0.050 -0.045 -0.041 -0.038 0.060 -0.025 -0.024 -0.017 -0.013 -0.010 -0.007 -0.000 0.003 0.007 -0.000 0.000 -0.000 0.000 0.041 0.075 0.092 0.109 -0.001 0.154 0.309 0.463 0.532 0.687 0.842
RX deg. -0.0015 0.0004 -0.0001 -0.0000 -0.0000 -0.0000 0.0006 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0002 -0.0000 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0001 0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0004 0.0009 -0.0000 -0.0000 0.0000 0.0001 0.0002 0.0005 0.0004
RY deg. -0.0000 0.0001 0.0003 0.0084 -0.0040 -0.0402 0.0001 -0.1062 -0.1405 -0.0101 0.1013 0.0395 0.0046 -0.0078 0.0026 -0.0007 0.0001 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0001 0.0020 0.0001 0.0001 -0.0006 -0.0017 -0.0034 -0.0022 0.0589 0.0722 -0.0017 0.0004 -0.0001 -0.0001 0.0003 -0.0599 0.0009 0.0034 0.0022 -0.0010 -0.0009 -0.0004 -0.0001 -0.0000 0.0000 0.0000
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001
629 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 590 591 592 593 594 595 596 597 598 599 600 601 610 620 630 640 641 642 643 644 645 799 800 810 820 825 830 831 832 833 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853
DX mm. 0.023 0.014 0.007 0.003 0.003 0.002 0.002 0.008 -0.065 0.002 0.002 -0.221 0.001 0.000 -0.001 -0.001 -0.001 -0.002 -0.002 -0.002 -0.004 -0.000 0.003 0.005 0.004 0.003 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.062 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DY mm. 0.000 -0.000 0.000 0.000 0.000 -0.001 -0.004 0.000 -0.000 -0.006 -0.008 -0.001 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 -0.000 0.560 -0.592 0.234 0.001 -0.007 0.000 -0.024 0.032 0.233 0.595 0.656 0.058 -0.049 -0.225 -0.554 -0.651 -0.232 -0.031 0.024
DZ mm. -0.007 -0.000 0.000 -0.000 0.000 0.000 0.000 0.145 0.298 -0.000 -0.000 0.294 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.118 0.126 0.164 0.165 0.167 0.207 0.226 0.244 0.263 0.466 -0.530 0.173 0.291 0.426 -0.012 0.456 0.476 0.496 0.517 0.529 0.030 -0.039 -0.182 -0.478 -0.542 -0.510 -0.490 -0.470
RX deg. 0.0000 0.0002 0.0003 0.0004 0.0004 0.0004 0.0004 -0.0000 0.0000 0.0004 0.0004 0.0002 0.0004 0.0004 0.0004 0.0005 0.0005 0.0005 0.0005 0.0005 0.0006 0.0009 0.0006 -0.0002 -0.0000 0.0002 -0.0006 -0.0008 -0.0004 -0.0001 0.0967 -0.0731 0.0761 -0.0005 0.0040 0.0005 -0.0043 -0.0275 -0.0657 -0.0738 0.0172 0.0337 0.0338 0.0766 0.0976 0.0183 -0.0654 -0.0274 -0.0041
RY deg. -0.0019 0.0006 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0082 -0.0273 -0.0000 -0.0000 -0.0573 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0004 -0.0031 0.0015 0.0010 -0.0003 -0.0003 -0.0003 -0.0002 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0010 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
RZ deg. 0.0004 -0.0001 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0005 0.0006 0.0009 0.0006 0.0007 -0.0002 -0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0002 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001
630 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 854 855 856 857 900 901 902 903 904 905 906 910 911 912 913 914 915 916 917 918 920 921 922 923 924 925 926 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951
DX mm. 0.000 -0.000 0.000 -0.000 0.011 0.008 0.016 0.050 0.141 -0.047 -0.193 0.389 0.531 0.678 0.715 0.753 0.791 0.905 0.005 -0.203 0.784 0.301 0.038 -0.033 -0.006 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.006 -0.040 0.034 0.323 0.874 1.063 0.973 0.943 0.914 0.886 0.843 0.566 -0.154 -0.309 -0.464 -0.532 0.316 0.092
DY mm. 0.004 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.001 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.001 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000
DZ mm. -0.440 -0.219 0.010 0.046 0.003 -0.000 0.000 -0.000 0.000 -0.274 -0.275 0.005 -0.003 0.048 -0.028 -0.326 -0.953 -1.284 -0.277 -0.259 -1.266 -1.236 -1.207 -1.178 -1.135 -0.850 -0.468 -0.155 0.226 0.529 0.854 1.091 1.127 1.152 1.177 1.203 1.246 0.954 0.331 0.023 -0.050 -0.006 -0.000 -0.058 -0.006 0.007 0.008 0.004 0.000
RX deg. 0.0048 -0.0012 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0002 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. 0.0001 -0.0006 0.0009 -0.0019 -0.0001 0.0002 -0.0006 0.0021 -0.0073 0.0238 0.0535 0.0272 -0.0105 0.0093 0.0387 0.1056 0.1496 0.0410 0.0575 0.0640 -0.1001 -0.0867 -0.0357 -0.0051 0.0063 -0.0009 -0.0049 0.0207 -0.0028 -0.0001 0.0023 -0.0074 0.0048 0.0385 0.0971 0.1198 -0.0199 -0.1442 -0.1069 -0.0400 -0.0038 0.0094 -0.0115 0.0172 0.0070 0.0010 -0.0000 0.0377 -0.0108
RZ deg. -0.0001 -0.0001 -0.0001 -0.0001 0.0006 -0.0002 0.0000 0.0000 -0.0001 0.0007 0.0007 0.0002 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0004 0.0005 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0001 -0.0000 0.0000 0.0001 0.0002 0.0004 -0.0001
631 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 952 953 954 955 956 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 980 990 1000 1010 1011 1012 1013 1014 1199 1200 1210 1220 1230 1240 1241 1242 1243 1244 1250 1251 1252 1253 1260 1261 1262 1263 1264 1265
DX mm. -0.687 -0.842 0.114 -0.073 -0.260 0.012 0.003 0.002 0.001 0.001 0.001 0.001 0.001 0.004 0.001 0.001 0.000 -0.001 -0.001 -0.000 -0.000 0.001 0.000 -0.001 -0.000 -0.000 -0.000 -0.000 -0.000 -0.203 -0.198 -0.179 -0.178 -0.177 -0.161 -0.154 -0.147 -0.139 -0.117 -0.095 -0.038 0.063 0.225 -0.036 -0.010 0.000 0.012 0.041 -0.013
DY mm. -0.002 -0.004 0.000 -0.000 -0.001 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 0.000 -0.006 -0.008 0.000 -0.000 -0.000 -0.002 -0.004 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.001 0.001 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 0.000 -0.000 -0.001 -0.000 0.000 0.000 -0.000 0.000 -0.000
DZ mm. 0.005 0.001 -0.150 -0.304 -0.292 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.001 -0.154 0.001 0.002 -0.309 -0.464 -0.532 -0.687 -0.842 0.002 -0.000 -0.002 0.000 0.017 0.018 -0.056 -0.344 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.001 -0.002 0.014 -0.139 -0.292 -0.287 -0.001 -0.000 0.000 -0.000 0.000 0.152
RX deg. 0.0000 0.0000 0.0000 -0.0000 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 -0.0002 -0.0005 -0.0004 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000
RY deg. -0.0008 -0.0007 0.0414 0.0454 0.0625 0.0019 -0.0003 0.0001 -0.0000 -0.0000 0.0000 0.0001 0.0002 0.0013 0.0002 0.0003 0.0005 0.0000 -0.0000 -0.0001 -0.0000 -0.0007 -0.0007 -0.0007 0.0027 0.0028 -0.0068 -0.0321 -0.0725 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 -0.0002 0.0012 -0.0080 -0.0161 -0.0316 -0.0576 0.0052 -0.0013 0.0001 0.0010 -0.0041 0.0040
RZ deg. 0.0005 0.0004 0.0005 0.0005 0.0006 0.0000 -0.0000 -0.0000 0.0000 -0.0001 0.0001 0.0004 0.0008 0.0000 0.0009 0.0006 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0002 0.0000 0.0002 -0.0006 -0.0009 -0.0005 -0.0002 0.0000 -0.0009 -0.0006 0.0002 -0.0000 -0.0002 0.0006 0.0008 0.0004 0.0001 -0.0000 -0.0002 -0.0003 -0.0004 -0.0005 0.0001 -0.0000 0.0000 -0.0000 0.0001 0.0001
632 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 1266 1267 1268 1269 1270 1271 1272 1273 1274 1280 1281 1282 1283 1284 1285 1286 1290 1291 1292 1293 1294 1295 1300 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335
DX mm. -0.001 0.002 0.001 0.000 0.144 -0.000 -0.000 0.062 0.184 0.648 0.976 1.015 1.042 1.070 1.097 1.161 0.916 0.326 0.028 -0.044 -0.009 0.000 -0.000 0.003 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.003 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.001 0.002 0.039 -0.172 -0.352 -0.752 -0.828 -0.879
DY mm. 0.000 0.000 0.000 -0.000 0.000 -0.002 -0.004 0.000 -0.001 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.008 -0.000 -0.001 0.000 -0.000 -0.000 -0.000 -0.007 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.003 -0.001 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 0.000
DZ mm. 0.305 0.459 0.717 0.975 0.004 1.130 1.285 -0.271 -0.279 -0.000 0.005 0.043 -0.029 -0.325 -0.907 -1.141 -1.072 -1.044 -1.016 -0.989 -0.948 -0.752 -0.575 -0.222 -0.032 0.253 0.045 0.265 0.110 0.266 0.179 0.267 0.282 0.358 0.229 0.237 0.242 0.247 0.250 0.289 0.296 0.303 0.330 0.425 0.391 0.002 0.005 0.033 -0.028
RX deg. -0.0000 -0.0000 -0.0000 0.0002 0.0000 0.0005 0.0004 -0.0000 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0007 0.0000 -0.0002 -0.0000 -0.0001 0.0000 0.0001 -0.0005 -0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0008 -0.0004 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000
RY deg. 0.0015 0.0002 -0.0002 -0.0000 0.0161 -0.0000 0.0000 -0.0109 -0.0495 -0.0000 -0.0081 0.0042 0.0390 0.1011 0.1303 -0.0022 -0.1329 -0.1021 -0.0391 -0.0043 0.0070 -0.0005 -0.0043 0.0295 -0.0065 -0.0000 0.0012 -0.0000 -0.0003 -0.0000 0.0000 -0.0000 0.0000 -0.0064 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0001 -0.0003 0.0015 0.0385 -0.0058 -0.0200 0.0077 -0.0042 -0.0307
RZ deg. 0.0001 0.0001 0.0001 0.0001 -0.0005 0.0001 0.0001 -0.0006 -0.0007 0.0001 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000
633 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 1367 1368 1369 1370 1371 1372 1373 1374 1375 1376 1377 1378 1379 1380 1381 1382 1383 1384
DX mm. -0.930 -0.981 -1.020 -0.141 -0.775 -0.266 -0.003 -0.001 -0.000 0.001 -0.000 -0.000 -0.003 -0.039 0.930 -0.016 0.043 0.026 0.008 -0.001 -0.003 -0.005 -0.010 0.019 0.527 0.251 0.731 0.967 0.872 0.814 0.757 0.641 -0.286 -0.430 0.090 -0.090 -0.274 -0.303 -0.323 -0.324 0.726 -0.049 0.085 -0.342 -0.460 -0.362 -0.377 0.154 0.314
DY mm. -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.008 -0.001 -0.000 -0.000 -0.007 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.003 -0.001 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.005 -0.028 0.030 0.650 -0.562 0.345 0.182 0.246 -0.000 0.647 0.728 0.075 -0.114
DZ mm. -0.255 -0.682 -0.810 -0.084 -0.718 -0.661 -0.313 -0.192 -0.189 -0.186 -0.068 0.103 0.279 0.455 0.631 -0.606 -0.550 -0.478 -0.423 -0.368 -0.341 -0.013 0.041 0.518 0.010 0.581 0.644 0.738 0.241 0.031 -0.032 -0.053 -0.010 0.010 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.004 0.000 0.000 -0.000 -0.000
RX deg. -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0007 -0.0002 -0.0001 0.0001 -0.0005 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0004 0.0009 0.0009 -0.0008 -0.0004 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.0758 -0.0913 0.0229 0.0246 0.1192 0.0869 -0.0002 0.0004 0.0004 0.0004 -0.0008 0.0061 -0.0049 0.0056 -0.0827 0.0324 0.0039 -0.0047 -0.0030 -0.0011 -0.0006 -0.0012 -0.0002 0.0303 0.0416 0.0814 0.1131 0.0249 -0.0695 -0.0289 -0.0073 -0.0038 0.0100 0.0013 -0.0069 0.0018 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0545 0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 -0.0013 0.0051 -0.0041 -0.0292 0.0884 -0.0644 0.0716 0.0302 -0.0716 -0.0004 -0.0844 0.0039 0.0346 0.0852
634 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 1385 1386 1387 1388 1389 1390 1391 1392 1393 1394 1395 1396 1397 1398 1399 1400 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433
DX mm. 0.650 0.731 0.711 0.696 0.682 -1.036 0.661 0.521 0.334 0.168 0.032 -0.055 -0.178 -0.864 -0.920 -1.122 -0.958 -0.997 -1.016 -0.647 -2.185 -2.413 -2.566 -2.720 0.097 -1.125 0.154 0.211 0.298 0.950 1.567 2.342 2.455 2.532 2.610 -1.127 2.689 2.231 0.244 0.052 -0.017 -0.015 -0.001 0.001 0.001 -1.217 -1.258 -1.331 -1.373
DY mm. -0.479 -0.599 -0.228 -0.035 0.021 -0.008 0.004 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.001 -0.004 -0.006 0.000 0.000 -0.000 -0.002 -0.004 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.002 -0.004 -0.008 -0.003 0.000 0.000
DZ mm. -0.000 -0.000 0.000 0.000 0.000 0.001 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.003 -0.007 0.003 -0.003 -0.001 0.000 0.002 -0.000 0.000 0.000 0.000 0.189 0.003 0.037 -0.012 -0.004 0.000 0.000 0.000 -0.051 -0.091 -0.038 0.003 0.335 1.402 -0.143 -0.297 -0.450 -0.708 -0.967 -1.121 -1.277 -0.000 0.003 0.227 0.559
RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0002 -0.0005 -0.0004 -0.0000 -0.0000 -0.0001 -0.0001
RY deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0003 -0.0000 0.0000 -0.0000 0.0002 -0.0012 0.0044 -0.0147 -0.0058 0.0005 0.0000 0.0008 0.0005 0.0004 -0.0018 0.0002 -0.0000 -0.0000 -0.0000 0.0461 0.0000 0.0220 0.0046 -0.0030 0.0011 -0.0017 0.0061 0.0095 0.0017 -0.0428 -0.0000 -0.1459 -0.4872 0.0569 0.0286 0.0075 -0.0027 -0.0009 -0.0002 0.0001 -0.0006 0.0074 0.0602 0.0580
RZ deg. 0.1122 0.0347 -0.0617 -0.0268 -0.0045 0.0006 0.0043 -0.0014 0.0004 -0.0002 0.0000 -0.0000 0.0001 -0.0000 0.0001 -0.0002 0.0004 0.0009 0.0009 -0.0000 0.0000 0.0002 0.0005 0.0004 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0002 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0006 -0.0008 -0.0002 -0.0000
635 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 1451 1452 1453 1454 1455 1456 1457 2145 2154 2155 2165 2209 2210 2220 3269 3270 3280 3350 3359 3360 3370 4370 4379 4380 4390 4579 4580 4590 5590 5599 5600 5610
DX mm. -1.340 0.155 0.310 -0.167 0.076 0.278 -0.929 -0.289 -0.001 0.057 0.023 -0.022 -0.063 -0.017 0.263 0.941 1.543 1.485 1.501 1.460 1.420 1.361 0.959 0.465 -0.353 -0.445 -0.597 -0.612 -5.187 -5.265 -5.280 -0.392 -0.470 -0.485 0.157 0.060 -0.057 -0.176 -0.356 -0.448 -0.599 -0.615 0.000 0.000 0.000 -0.353 -0.445 -0.596 -0.611
DY mm. 0.000 0.000 0.000 0.000 -0.000 -0.001 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000
DZ mm. 0.538 0.051 0.012 0.151 0.306 0.289 0.373 0.314 0.255 0.197 0.109 -0.032 -0.119 -0.178 -0.236 -0.294 -0.590 -0.529 -0.227 -0.029 0.025 0.005 -0.000 0.000 -0.157 -0.060 0.056 0.176 0.000 0.000 0.000 0.016 0.032 0.066 0.358 0.450 0.601 0.617 0.157 0.060 -0.057 -0.176 0.920 0.998 1.013 0.156 0.059 -0.056 -0.175
RX deg. -0.0001 -0.0001 -0.0001 -0.0000 0.0000 0.0002 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0002 -0.0002 -0.0002 -0.0002 0.0000 0.0000 0.0000 0.0005 0.0005 0.0005 0.0008 0.0005 -0.0011 -0.0012 0.0001 0.0001 0.0001 0.0001 0.0000 -0.0009 -0.0010 0.0002 0.0002 0.0002 0.0002
RY deg. -0.0843 0.0110 0.0059 0.0577 0.0544 0.0649 -0.1611 -0.1050 -0.0356 -0.0025 0.0058 0.0064 -0.0004 -0.0331 -0.1074 -0.1814 0.0753 -0.1282 0.0653 0.0269 0.0039 -0.0048 0.0012 0.0008 0.0440 0.0328 0.0257 0.0257 0.0000 0.0000 0.0000 0.0080 0.0073 0.0073 -0.0442 -0.0328 -0.0257 -0.0257 -0.0442 -0.0329 -0.0258 -0.0258 0.0000 0.0000 0.0000 -0.0438 -0.0326 -0.0255 -0.0255
RZ deg. 0.0000 -0.0000 -0.0001 -0.0004 -0.0005 -0.0006 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0008 0.0005 -0.0010 -0.0012 0.0000 -0.0009 -0.0010 -0.0000 -0.0009 -0.0011 -0.0001 -0.0001 -0.0001 -0.0001 0.0008 0.0005 -0.0011 -0.0012 -0.0001 -0.0001 -0.0001 0.0008 0.0005 -0.0010 -0.0012
636 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 6900 6909 6910 6920 7910 7919 7920 7930 8929 8930 8940 9950 9959 9960 9970 10959 10960 10970 11250 11259 11260 11270 12259 12260 12270 13270 13279 13280 13290 14309 14310 14320 15320 15321 15322 15323 15324 15325 15326 15327 15328 15329 15330 15331 16359 16360 16370 17370 17371
DX mm. -0.320 -0.412 -0.563 -0.579 -0.337 -0.429 -0.580 -0.595 -0.920 -0.998 -1.013 -0.395 -0.488 -0.639 -0.654 0.000 0.000 0.000 0.356 0.448 0.599 0.615 -0.000 -0.000 0.000 0.308 0.401 0.552 0.567 -2.798 -2.876 -2.891 0.999 0.174 -0.085 -0.089 -0.021 -0.000 0.004 0.002 0.000 -0.000 -0.001 -0.000 0.001 0.000 0.000 0.468 0.583
DY mm. -0.003 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.005 0.000 -0.000 -0.002 -0.004 -0.000 -0.005 -0.005 -0.005 -0.000 -0.001 -0.002
DZ mm. -0.147 -0.056 0.053 0.164 -0.123 -0.037 0.059 0.157 -0.000 -0.001 -0.004 -0.148 -0.052 0.060 0.174 -0.920 -0.998 -1.013 -0.151 -0.056 0.056 0.171 1.363 1.441 1.456 -0.155 -0.063 0.050 0.166 -0.000 -0.000 -0.000 2.054 2.197 2.342 2.487 2.707 3.678 2.991 3.217 3.369 3.522 3.693 3.600 -1.354 -1.432 -1.447 -0.002 -0.004
RX deg. -0.0001 -0.0001 -0.0001 -0.0001 -0.0003 -0.0003 -0.0003 -0.0003 0.0000 0.0000 0.0000 -0.0002 -0.0002 -0.0002 -0.0002 -0.0000 0.0009 0.0010 -0.0003 -0.0003 -0.0003 -0.0003 0.0000 -0.0009 -0.0010 -0.0002 -0.0002 -0.0002 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0009 0.0000 0.0002 0.0005 0.0004 -0.0010 0.0000 -0.0000 0.0009 0.0010 -0.0001 -0.0001
RY deg. 0.0411 0.0306 0.0240 0.0240 0.0403 0.0284 0.0209 0.0209 -0.0006 -0.0005 -0.0005 0.0440 0.0321 0.0245 0.0245 -0.0000 -0.0000 -0.0000 -0.0430 -0.0318 -0.0248 -0.0248 0.0000 0.0000 0.0000 -0.0412 -0.0313 -0.0250 -0.0250 -0.0000 -0.0000 -0.0000 -0.2576 -0.1175 -0.0242 0.0071 0.0078 -0.0001 0.0003 -0.0004 -0.0002 -0.0001 -0.0001 -0.0001 0.0001 0.0001 0.0001 0.0016 0.0001
RZ deg. 0.0008 0.0005 -0.0011 -0.0012 0.0007 0.0005 -0.0010 -0.0012 0.0000 -0.0009 -0.0010 0.0008 0.0005 -0.0010 -0.0012 0.0000 0.0000 0.0000 -0.0007 -0.0005 0.0010 0.0012 0.0001 0.0001 0.0001 -0.0008 -0.0005 0.0011 0.0012 0.0000 -0.0009 -0.0010 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0003 -0.0005
637 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 2 (OPE) W+T1+P1
NODE 17372 17379 17380 17390 18380 18389 18390 18400
DX mm. 0.697 0.775 0.853 0.868 0.415 0.507 0.658 0.673
DY mm. -0.004 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000
DZ mm. -0.003 -0.002 -0.001 0.001 0.143 0.048 -0.061 -0.172
RX deg. -0.0001 -0.0001 -0.0001 -0.0001 0.0002 0.0002 0.0002 0.0002
RY deg. -0.0004 -0.0004 -0.0005 -0.0005 0.0439 0.0316 0.0239 0.0239
RZ deg. -0.0005 -0.0000 0.0009 0.0011 -0.0008 -0.0005 0.0010 0.0012
638 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 10 11 12 13 14 15 16 17 18 19 20 30 40 50 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 89 90 100 110 120 130 131 132 133 134
DX mm. -6.609 -6.457 -6.307 -6.160 -5.944 -3.852 -3.693 -3.589 -3.487 -3.437 -3.386 -3.164 -3.160 -3.156 -2.937 -2.838 -2.741 -2.645 -2.504 -1.435 -0.456 -0.337 -0.259 -0.180 0.345 -0.102 0.133 0.199 0.059 -0.000 -0.004 0.000 -0.000 -0.016 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
DY mm. -0.000 0.000 0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.004 0.001 -0.006 -0.007 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000
DZ mm. -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.005 -0.062 -0.019 0.258 1.575 0.934 1.467 1.524 1.475 1.426 1.353 0.854 0.070 -0.316 -0.703 -0.524 -0.569 -0.416 -0.314 -0.019 -0.000 0.017 0.000 -0.004 -0.002 -0.002 0.002
RX deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0002 -0.0024 0.0098 0.0010 -0.0324 -0.1067 0.0033 -0.1815 -0.1454 0.0359 0.0224 0.0069 -0.0015 0.0004 0.0002 0.0003 -0.0013 0.0583 -0.0635 0.0586 0.0530 0.0082 0.0077 0.0072 -0.0028 -0.0000 0.0003 -0.0006 0.0055
RZ deg. 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0001 -0.0001 -0.0004 -0.0009 -0.0009 -0.0006 0.0002 -0.0000 -0.0002 0.0006 0.0009 0.0004 0.0001 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0001 0.0001 0.0001 0.0002 0.0004 0.0005 0.0006 0.0010 0.0003 0.0010 0.0008 -0.0002 -0.0000 0.0002 -0.0006 -0.0008 -0.0004 -0.0002 0.0001
639 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 139 140 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 170 180 190 200 201 202 203 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225
DX mm. -0.443 0.000 0.016 0.003 -0.007 -0.029 -0.095 -0.961 -0.309 -0.594 -0.921 -1.164 -1.201 -1.227 -1.253 -1.279 -1.296 0.000 -0.318 -0.004 0.053 0.021 0.009 0.005 -0.064 -0.218 -0.007 -0.006 -0.004 -0.000 -0.006 -0.003 0.034 0.235 0.074 0.007 -0.013 0.124 0.012 -0.099 -0.266 -1.517 -0.015 -0.016 -3.021 -4.522 -4.741 -4.890 -5.041
DY mm. -0.002 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.008 0.000 0.000 -0.001 -0.004 -0.006 0.000 0.000 -0.001 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.000 -0.001 -0.004 0.000 0.000 -0.000 -0.000 -0.000 -0.006 -0.008 0.000 0.000 -0.000 -0.002 -0.004
DZ mm. 0.123 0.202 0.004 -0.000 -0.000 0.000 -0.000 0.812 0.000 -0.000 0.000 -0.006 -0.034 0.038 0.306 0.798 0.925 0.623 0.778 0.744 0.688 0.655 0.639 -0.153 -0.296 -0.291 0.550 0.549 0.548 0.478 0.447 0.416 0.385 0.322 0.306 0.299 0.291 0.160 0.039 -0.006 -0.003 0.000 0.288 0.284 -0.000 0.000 -0.000 -0.000 -0.000
RX deg. -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000 -0.0004 -0.0009 -0.0009 0.0000 -0.0000 -0.0001 0.0002 0.0000 -0.0002 0.0006 0.0008 0.0004 0.0001 0.0000 -0.0001 -0.0004 -0.0009 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0009 -0.0006 0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.0015 0.0078 -0.0001 0.0000 -0.0000 0.0000 -0.0001 -0.1524 0.0002 -0.0007 0.0021 -0.0065 0.0052 0.0363 0.0883 0.1023 -0.0405 0.0032 -0.1094 -0.0410 0.0064 0.0062 0.0046 0.0081 0.0269 0.0567 -0.0008 -0.0008 -0.0008 0.0008 0.0007 -0.0040 -0.0146 -0.0185 0.0226 0.0093 0.0021 -0.0343 -0.0184 -0.0047 0.0019 -0.0005 0.0007 0.0000 0.0001 -0.0000 0.0000 0.0000 0.0000
RZ deg. -0.0001 -0.0001 0.0005 -0.0001 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 0.0006 0.0007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0001 0.0001 -0.0000 0.0000 0.0002 0.0005 0.0004
640 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 230 240 250 260 261 262 263 264 265 266 267 268 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 310 320 330 331
DX mm. -0.010 -0.008 -0.006 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.001 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.006 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.098 0.000 -0.000 -0.015 -0.073 -0.082 -0.087 -0.093 -0.096 -0.005 -0.111 -0.153 -0.310 -0.111 -0.111 -0.127 -0.134
DY mm. -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.004 0.023 -0.032 -0.530 0.607 -0.230 -0.193 -0.014 -0.000 -0.581 -0.633 0.091 0.263 0.582 0.672 0.235 0.031 -0.025 -0.008 -0.005 0.000 -0.033 0.000 0.000 -0.001 -0.004 -0.006 0.000 -0.000 -0.002 -0.004 -0.000 -0.000 -0.008 -0.004
DZ mm. 0.269 0.269 0.269 0.256 0.251 0.245 0.240 0.232 0.180 0.108 0.039 -0.041 -0.158 -0.325 -0.514 -0.539 -0.555 -0.529 0.480 -0.572 -0.221 -0.072 -0.181 -0.589 -0.598 -0.000 0.142 0.431 0.492 0.461 0.443 0.425 -0.000 0.398 0.209 0.014 -0.000 0.001 0.001 0.000 -0.000 -0.103 -0.000 -0.062 -0.003 -0.000 -0.000 -0.000 0.000
RX deg. 0.0002 0.0000 -0.0002 0.0006 0.0009 0.0004 0.0001 -0.0001 0.0000 -0.0000 0.0000 -0.0001 0.0005 -0.0012 0.0047 -0.0042 -0.0271 0.1016 -0.0763 -0.0641 0.0789 0.0346 0.0007 -0.0703 0.0231 0.0333 0.0748 0.0944 0.0138 -0.0670 -0.0279 -0.0041 0.0005 0.0049 -0.0017 0.0003 0.0006 0.0006 0.0006 0.0005 0.0005 0.0006 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005
RY deg. -0.0008 -0.0008 -0.0008 -0.0003 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0002 0.0011 -0.0051 0.0195 -0.0050 0.0005 -0.0000 -0.0001 -0.0001 -0.0000 -0.0000 -0.0001 -0.0001 -0.0007 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0001 0.0002 0.0010 -0.0001 -0.0001 -0.0001 -0.0001 -0.0053 0.0000 0.0179 0.0100 0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0002 0.0003 0.0004 0.0003 0.0002 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0000 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0006 0.0001 0.0001 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0000 -0.0002 0.0005 0.0004 -0.0000 0.0002 -0.0006 -0.0009
641 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380
DX mm. -0.141 -0.148 -0.159 -0.245 -0.463 -0.782 -0.999 -1.032 -0.926 -1.054 -1.077 -1.101 -1.167 -0.332 -0.030 0.045 0.007 -0.000 -0.003 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -1.111 0.007 0.045 -0.029 -0.333 -0.931 -1.176 -1.088 -1.065 -1.043 0.027 -1.011 -0.800 -0.516 -0.268 -0.081 -0.021 0.002 0.038 0.113 0.974
DY mm. -0.001 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.002
DZ mm. 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.007 -0.045 1.118 0.029 0.332 0.932 1.181 1.095 1.072 1.050 1.017 0.804 -0.040 0.519 0.269 0.082 0.021 -0.006 -0.102 -0.275 -0.520 -0.802 -0.932 -1.013 -1.045 -1.067 -1.090 -1.113 -1.178 -0.333 -0.029 0.045 -0.003 0.007 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.540
RX deg. 0.0005 0.0005 0.0005 0.0004 0.0003 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0006 -0.0000 0.0000 -0.0000 0.0000 -0.0002 -0.0002 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0001 -0.0000
RY deg. 0.0000 0.0000 -0.0000 0.0001 -0.0007 0.0027 -0.0081 0.0043 -0.1332 0.0399 0.1040 0.1351 0.0015 -0.1033 -0.0398 -0.0044 0.0080 -0.0026 -0.0046 0.0008 -0.0003 0.0002 -0.0004 0.0013 0.0011 0.0000 -0.0008 0.0026 -0.1346 -0.0081 0.0043 0.0399 0.1038 0.1344 -0.0002 -0.1039 -0.0399 -0.0043 -0.0027 0.0081 -0.0026 0.0008 -0.0003 0.0001 -0.0002 0.0008 0.0007 -0.0002 -0.1813
RZ deg. -0.0004 -0.0001 0.0001 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0006 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0001 -0.0002 -0.0001 0.0000 -0.0001
642 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 430 431 432 433
DX mm. 0.363 0.698 0.283 -0.011 0.001 0.000 0.000 -0.000 1.081 0.000 1.367 1.411 1.441 1.471 1.502 1.475 -0.065 -0.026 -0.005 0.001 0.002 0.003 0.002 -0.000 -0.000 0.000 0.000 -0.000 -0.000 0.001 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.147 0.001 0.297 0.292 0.008 -0.065 -0.221 -0.000 -0.002 0.004 0.026
DY mm. 0.000 -0.000 -0.001 0.005 -0.796 0.392 -0.604 -0.485 -0.000 -0.008 0.000 0.000 0.000 -0.000 -0.000 -0.001 0.019 0.037 -0.018 -0.000 -0.238 -0.678 -0.809 -0.375 -0.170 0.223 0.375 0.177 0.036 -0.000 -0.011 -0.003 0.000 0.000 0.000 -0.001 -0.004 -0.006 0.000 -0.000 0.000 -0.001 0.000 0.000 -0.001 -0.008 -0.004 -0.001 0.000
DZ mm. -0.000 0.000 -0.496 -0.452 -0.176 -1.008 -0.314 -0.380 -0.000 -0.259 0.005 0.033 -0.024 -0.254 -0.703 -0.738 -0.409 -0.340 -0.297 -0.216 -0.254 -0.211 -0.175 -0.420 -0.572 -0.914 -1.008 -0.980 -0.953 -0.215 -0.926 -0.887 -0.600 -0.349 -0.319 -0.299 -0.279 -0.269 -0.013 -0.215 0.066 0.222 0.147 0.297 0.293 -0.174 -0.156 -0.138 -0.120
RX deg. 0.0002 0.0002 -0.0006 -0.0022 -0.0427 0.0340 -0.0427 -0.0200 0.0003 0.0006 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 -0.0041 0.0041 0.0289 -0.0002 0.0757 0.1008 0.0400 -0.0348 -0.0882 -0.1223 -0.0629 0.0425 0.0205 0.0000 0.0044 -0.0027 0.0007 -0.0001 0.0001 0.0004 0.0009 0.0009 0.0006 0.0002 0.0007 0.0007 -0.0000 0.0000 0.0001 -0.0006 -0.0009 -0.0004 -0.0001
RY deg. 0.0002 -0.0006 -0.1108 -0.0355 -0.0004 -0.0000 -0.0002 -0.0002 0.0020 0.0001 -0.0061 0.0035 0.0304 0.0783 0.0996 -0.0987 -0.0017 0.0065 0.0031 0.0001 0.0007 -0.0001 -0.0004 -0.0001 -0.0001 -0.0001 -0.0001 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0001 -0.0102 0.0000 -0.0281 -0.0572 -0.0087 -0.0274 -0.0570 -0.0004 0.0002 0.0030 0.0075
RZ deg. -0.0000 0.0000 -0.0001 -0.0000 0.0001 -0.0001 -0.0000 -0.0001 -0.0000 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0001 -0.0002 -0.0000 0.0000 0.0001 -0.0001 0.0001 0.0001 0.0002 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 0.0000 -0.0001 -0.0000 -0.0001 0.0006 0.0007 0.0007 -0.0001 -0.0000 -0.0000 -0.0000
643 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 434 440 441 442 443 444 445 446 447 448 449 450 451 460 470 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513
DX mm. -0.061 -0.702 -0.174 -0.009 0.034 0.036 0.032 -0.340 -0.234 -0.220 -0.212 0.007 -0.203 0.003 -0.001 -0.000 0.001 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.021 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.299 -0.676 -0.897 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000
DY mm. 0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.008 -0.000 0.000 0.000 -0.001 -0.000 -0.004 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.530 -0.623 0.182 0.001 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.005 -0.023 -0.000 -0.000 0.000 0.034 0.234 0.589 0.639 -0.104 -0.274 -0.599 -0.691 -0.242 -0.000 -0.032 0.026 0.005
DZ mm. -0.068 -0.016 -0.013 -0.012 -0.010 -0.009 -0.009 -0.000 0.000 -0.000 -0.000 -0.005 -0.000 -0.005 -0.006 -0.005 -0.004 -0.004 -0.003 -0.003 0.564 -0.487 0.240 0.084 0.002 0.111 0.011 0.028 0.142 0.289 0.453 0.575 0.594 0.000 -0.000 -1.151 0.606 0.619 0.632 0.639 0.012 -0.134 -0.434 -0.498 -0.472 -0.292 -0.457 -0.443 -0.421
RX deg. 0.0001 -0.0001 0.0001 0.0004 0.0009 0.0009 0.0006 -0.0000 -0.0000 -0.0000 -0.0000 -0.0002 -0.0000 -0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0001 0.1065 -0.0784 0.0820 0.0336 -0.0000 -0.0002 -0.0000 0.0000 -0.0002 0.0005 -0.0015 0.0047 -0.0044 -0.0001 -0.0000 -0.0000 -0.0277 -0.0649 -0.0704 0.0264 0.0319 0.0766 0.0970 0.0141 -0.0689 0.0000 -0.0286 -0.0042 0.0050
RY deg. -0.0463 0.0162 0.0573 0.0218 0.0035 -0.0001 -0.0019 -0.0024 0.0003 -0.0000 -0.0000 -0.0016 -0.0000 -0.0016 -0.0015 0.0004 0.0000 -0.0001 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0003 -0.0025 0.1264 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0001 -0.0000 -0.0000 0.0000
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 -0.0001 -0.0004 -0.0000 -0.0009 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
644 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 540 550 560 561 562 563 564 569 570 571 572 573 574 575 576 577 578 580 581 582 583 584 585 586
DX mm. -0.000 0.000 0.008 -0.924 -0.961 -0.986 0.000 -1.011 -1.037 -1.114 -0.326 -0.031 0.042 0.007 -0.000 0.000 0.001 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.240 0.002 0.002 0.000 -0.004 -0.016 -0.032 0.134 0.507 0.737 0.228 0.071 0.023 0.011 0.144 -0.031 -0.017 -0.004 0.008 0.003 0.000 -0.000 -0.000 -0.000 -0.000
DY mm. -0.000 0.000 -0.005 0.000 0.000 0.000 -0.008 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 0.000 0.000 0.000 -0.000 -0.000 -0.002 -0.004
DZ mm. -0.272 -0.076 0.017 0.007 0.046 -0.026 -0.034 -0.330 -0.937 -1.204 -1.127 -1.104 -1.081 -1.047 -0.826 -0.502 -0.024 -0.191 -0.108 -0.054 -0.048 -0.043 -0.038 -0.036 0.059 -0.024 -0.024 -0.017 -0.013 -0.010 -0.007 -0.000 0.003 0.006 -0.000 0.000 -0.000 0.000 0.040 0.075 0.091 0.108 -0.001 0.152 0.304 0.457 0.524 0.677 0.830
RX deg. -0.0015 0.0004 -0.0001 -0.0000 -0.0000 -0.0000 0.0006 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0002 -0.0000 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0001 0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0004 0.0009 -0.0000 -0.0000 0.0000 0.0001 0.0002 0.0005 0.0004
RY deg. -0.0000 0.0001 0.0003 0.0082 -0.0040 -0.0397 0.0001 -0.1047 -0.1385 -0.0099 0.0999 0.0390 0.0045 -0.0077 0.0026 -0.0007 0.0001 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0001 0.0020 0.0001 0.0001 -0.0006 -0.0017 -0.0034 -0.0022 0.0581 0.0712 -0.0017 0.0004 -0.0001 -0.0001 0.0003 -0.0591 0.0009 0.0034 0.0022 -0.0010 -0.0009 -0.0004 -0.0001 -0.0000 0.0000 0.0000
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001 -0.0001
645 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 590 591 592 593 594 595 596 597 598 599 600 601 610 620 630 640 641 642 643 644 645 799 800 810 820 825 830 831 832 833 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853
DX mm. 0.022 0.013 0.006 0.002 0.002 0.001 0.001 0.007 -0.064 0.001 0.001 -0.218 -0.000 0.000 0.000 -0.000 -0.000 -0.001 -0.001 -0.001 -0.003 -0.000 0.003 0.005 0.004 0.003 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.061 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DY mm. 0.000 -0.000 0.000 0.000 0.000 -0.001 -0.004 0.000 -0.000 -0.006 -0.008 -0.001 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 -0.000 0.553 -0.584 0.231 0.001 -0.007 0.000 -0.024 0.031 0.229 0.587 0.647 0.058 -0.048 -0.222 -0.546 -0.642 -0.228 -0.031 0.024
DZ mm. -0.007 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.143 0.294 -0.000 -0.000 0.290 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.116 0.125 0.162 0.162 0.163 0.203 0.221 0.239 0.258 0.459 -0.524 0.170 0.286 0.419 -0.011 0.448 0.468 0.489 0.509 0.521 0.029 -0.039 -0.180 -0.472 -0.535 -0.504 -0.484 -0.464
RX deg. 0.0000 0.0002 0.0003 0.0004 0.0004 0.0004 0.0004 -0.0000 0.0000 0.0004 0.0004 0.0002 0.0004 0.0004 0.0004 0.0005 0.0005 0.0005 0.0005 0.0005 0.0006 0.0009 0.0006 -0.0002 -0.0000 0.0002 -0.0006 -0.0008 -0.0004 -0.0001 0.0953 -0.0721 0.0750 -0.0005 0.0040 0.0005 -0.0042 -0.0271 -0.0648 -0.0729 0.0169 0.0332 0.0334 0.0756 0.0963 0.0181 -0.0645 -0.0270 -0.0041
RY deg. -0.0018 0.0005 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0081 -0.0269 -0.0000 -0.0000 -0.0564 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0004 -0.0031 0.0015 0.0010 -0.0003 -0.0003 -0.0003 -0.0002 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0010 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000
RZ deg. 0.0004 -0.0001 0.0000 -0.0001 0.0001 0.0004 0.0009 0.0005 0.0006 0.0009 0.0006 0.0007 -0.0002 -0.0000 0.0002 -0.0006 -0.0009 -0.0004 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0002 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0001
646 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 854 855 856 857 900 901 902 903 904 905 906 910 911 912 913 914 915 916 917 918 920 921 922 923 924 925 926 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951
DX mm. 0.000 -0.000 0.000 -0.000 0.010 0.007 0.016 0.050 0.139 -0.047 -0.190 0.384 0.524 0.669 0.706 0.743 0.781 0.893 0.005 -0.200 0.773 0.297 0.038 -0.033 -0.006 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.006 -0.039 0.034 0.318 0.862 1.048 0.960 0.931 0.902 0.874 0.832 0.559 -0.152 -0.305 -0.457 -0.524 0.312 0.091
DY mm. 0.004 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.001 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.001 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000
DZ mm. -0.434 -0.217 0.009 0.045 0.003 -0.000 0.000 -0.000 0.000 -0.270 -0.271 0.005 -0.003 0.047 -0.028 -0.321 -0.940 -1.267 -0.274 -0.255 -1.250 -1.220 -1.191 -1.162 -1.120 -0.839 -0.461 -0.153 0.223 0.523 0.843 1.077 1.113 1.137 1.162 1.187 1.229 0.941 0.326 0.022 -0.049 -0.006 -0.000 -0.057 -0.006 0.007 0.008 0.004 0.000
RX deg. 0.0047 -0.0012 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0002 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. 0.0001 -0.0006 0.0009 -0.0019 -0.0001 0.0002 -0.0006 0.0021 -0.0073 0.0234 0.0527 0.0269 -0.0104 0.0092 0.0382 0.1041 0.1476 0.0404 0.0567 0.0631 -0.0987 -0.0855 -0.0352 -0.0050 0.0062 -0.0009 -0.0049 0.0204 -0.0027 -0.0001 0.0022 -0.0073 0.0047 0.0380 0.0957 0.1181 -0.0197 -0.1422 -0.1054 -0.0394 -0.0038 0.0093 -0.0114 0.0169 0.0069 0.0010 -0.0000 0.0372 -0.0106
RZ deg. -0.0001 -0.0001 -0.0001 -0.0001 0.0006 -0.0002 0.0000 0.0000 -0.0001 0.0007 0.0007 0.0002 -0.0001 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0004 0.0005 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0001 -0.0000 0.0000 0.0001 0.0002 0.0004 -0.0001
647 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 952 953 954 955 956 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 980 990 1000 1010 1011 1012 1013 1014 1199 1200 1210 1220 1230 1240 1241 1242 1243 1244 1250 1251 1252 1253 1260 1261 1262 1263 1264 1265
DX mm. -0.677 -0.831 0.112 -0.072 -0.257 0.012 0.003 0.001 0.000 0.000 -0.000 -0.000 -0.000 0.004 -0.000 -0.000 0.000 -0.001 -0.001 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.199 -0.194 -0.175 -0.175 -0.175 -0.159 -0.152 -0.145 -0.138 -0.116 -0.094 -0.038 0.062 0.222 -0.035 -0.010 0.000 0.012 0.040 -0.013
DY mm. -0.002 -0.004 0.000 -0.000 -0.001 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.004 0.000 -0.006 -0.008 0.000 -0.000 -0.000 -0.002 -0.004 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.001 0.001 -0.006 -0.008 -0.000 -0.000 -0.000 -0.008 -0.004 -0.001 0.000 0.000 -0.000 0.000 -0.000 -0.001 -0.000 0.000 0.000 -0.000 0.000 -0.000
DZ mm. 0.004 0.001 -0.148 -0.300 -0.287 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.001 -0.152 0.001 0.002 -0.305 -0.457 -0.525 -0.678 -0.831 0.001 -0.000 -0.002 0.000 0.017 0.017 -0.055 -0.340 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.001 -0.002 0.013 -0.137 -0.288 -0.283 -0.001 -0.000 0.000 -0.000 0.000 0.150
RX deg. 0.0000 0.0000 0.0000 -0.0000 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 -0.0002 -0.0005 -0.0004 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000
RY deg. -0.0008 -0.0006 0.0409 0.0448 0.0616 0.0019 -0.0003 0.0001 -0.0000 -0.0000 0.0000 0.0001 0.0002 0.0013 0.0002 0.0003 0.0005 0.0000 -0.0000 -0.0001 -0.0000 -0.0007 -0.0007 -0.0007 0.0027 0.0027 -0.0067 -0.0316 -0.0715 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0001 -0.0002 0.0012 -0.0079 -0.0159 -0.0312 -0.0568 0.0051 -0.0013 0.0001 0.0010 -0.0041 0.0039
RZ deg. 0.0005 0.0004 0.0005 0.0005 0.0006 0.0000 -0.0000 -0.0000 0.0000 -0.0001 0.0001 0.0004 0.0008 0.0000 0.0009 0.0006 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0002 0.0000 0.0002 -0.0006 -0.0009 -0.0005 -0.0002 0.0000 -0.0009 -0.0006 0.0002 -0.0000 -0.0002 0.0006 0.0008 0.0004 0.0001 -0.0000 -0.0002 -0.0003 -0.0004 -0.0005 0.0001 -0.0000 0.0000 -0.0000 0.0001 0.0001
648 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 1266 1267 1268 1269 1270 1271 1272 1273 1274 1280 1281 1282 1283 1284 1285 1286 1290 1291 1292 1293 1294 1295 1300 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335
DX mm. -0.001 0.002 0.001 0.000 0.142 -0.000 -0.000 0.061 0.181 0.639 0.963 1.002 1.029 1.056 1.083 1.145 0.903 0.322 0.028 -0.043 -0.009 0.000 -0.000 0.003 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.003 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.001 0.002 0.039 -0.169 -0.347 -0.742 -0.817 -0.867
DY mm. 0.000 0.000 0.000 -0.000 0.000 -0.002 -0.004 0.000 -0.001 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.008 -0.000 -0.001 0.000 -0.000 -0.000 -0.000 -0.007 -0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.003 -0.001 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 0.000
DZ mm. 0.301 0.452 0.707 0.962 0.004 1.115 1.268 -0.267 -0.275 -0.000 0.005 0.043 -0.029 -0.321 -0.894 -1.125 -1.058 -1.030 -1.003 -0.976 -0.936 -0.742 -0.568 -0.219 -0.032 0.250 0.045 0.262 0.109 0.263 0.177 0.263 0.277 0.353 0.227 0.235 0.240 0.245 0.248 0.284 0.291 0.298 0.325 0.419 0.386 0.002 0.005 0.033 -0.027
RX deg. -0.0000 -0.0000 -0.0000 0.0002 0.0000 0.0005 0.0004 -0.0000 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0007 0.0000 -0.0002 -0.0000 -0.0001 0.0000 0.0001 -0.0005 -0.0000 -0.0001 0.0001 0.0004 0.0009 0.0009 -0.0008 -0.0004 -0.0001 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000
RY deg. 0.0015 0.0002 -0.0002 -0.0000 0.0159 -0.0000 0.0000 -0.0107 -0.0487 -0.0000 -0.0080 0.0041 0.0384 0.0997 0.1285 -0.0022 -0.1311 -0.1007 -0.0386 -0.0043 0.0069 -0.0005 -0.0043 0.0291 -0.0064 -0.0000 0.0012 -0.0000 -0.0002 -0.0000 0.0000 -0.0000 0.0000 -0.0063 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0001 -0.0002 0.0015 0.0379 -0.0057 -0.0197 0.0076 -0.0042 -0.0303
RZ deg. 0.0001 0.0001 0.0001 0.0001 -0.0005 0.0001 0.0001 -0.0006 -0.0007 0.0001 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000
649 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 1367 1368 1369 1370 1371 1372 1373 1374 1375 1376 1377 1378 1379 1380 1381 1382 1383 1384
DX mm. -0.918 -0.969 -1.007 -0.139 -0.765 -0.262 -0.003 -0.001 -0.000 0.001 -0.000 -0.000 -0.003 -0.039 0.918 -0.016 0.043 0.026 0.007 -0.001 -0.003 -0.005 -0.009 0.019 0.520 0.248 0.721 0.953 0.861 0.804 0.747 0.633 -0.282 -0.424 0.089 -0.089 -0.270 -0.299 -0.318 -0.320 0.716 -0.048 0.084 -0.338 -0.454 -0.357 -0.372 0.152 0.310
DY mm. -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.008 -0.001 -0.000 -0.000 -0.007 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.001 -0.004 -0.006 -0.003 -0.001 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.005 -0.028 0.029 0.641 -0.554 0.340 0.180 0.242 -0.000 0.638 0.719 0.074 -0.112
DZ mm. -0.252 -0.672 -0.798 -0.083 -0.707 -0.652 -0.308 -0.188 -0.186 -0.184 -0.068 0.102 0.275 0.449 0.622 -0.597 -0.542 -0.471 -0.416 -0.362 -0.335 -0.014 0.040 0.511 0.010 0.573 0.635 0.728 0.237 0.031 -0.032 -0.052 -0.010 0.010 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.004 0.000 0.000 -0.000 -0.000
RX deg. -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0007 -0.0002 -0.0001 0.0001 -0.0005 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0001 0.0004 0.0009 0.0009 -0.0008 -0.0004 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.0747 -0.0899 0.0227 0.0243 0.1176 0.0857 -0.0002 0.0004 0.0004 0.0004 -0.0007 0.0060 -0.0048 0.0055 -0.0815 0.0320 0.0038 -0.0047 -0.0030 -0.0011 -0.0006 -0.0012 -0.0002 0.0298 0.0411 0.0803 0.1115 0.0246 -0.0685 -0.0285 -0.0072 -0.0038 0.0098 0.0013 -0.0068 0.0017 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0538 0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 -0.0013 0.0051 -0.0040 -0.0288 0.0872 -0.0635 0.0706 0.0298 -0.0707 -0.0004 -0.0833 0.0038 0.0342 0.0840
650 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 1385 1386 1387 1388 1389 1390 1391 1392 1393 1394 1395 1396 1397 1398 1399 1400 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433
DX mm. 0.641 0.721 0.702 0.687 0.673 -1.023 0.652 0.514 0.330 0.166 0.032 -0.054 -0.176 -0.853 -0.909 -1.108 -0.946 -0.984 -1.003 -0.639 -2.156 -2.380 -2.531 -2.684 0.095 -1.110 0.152 0.208 0.294 0.937 1.546 2.310 2.422 2.498 2.574 -1.111 2.652 2.201 0.241 0.052 -0.016 -0.015 -0.001 0.001 0.001 -1.200 -1.240 -1.312 -1.354
DY mm. -0.472 -0.590 -0.225 -0.035 0.021 -0.008 0.004 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.001 -0.004 -0.006 0.000 0.000 -0.000 -0.002 -0.004 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.002 -0.004 -0.008 -0.003 0.000 0.000
DZ mm. -0.000 -0.000 0.000 0.000 0.000 0.001 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.003 -0.007 0.003 -0.003 -0.001 0.000 0.002 -0.000 0.000 0.000 0.000 0.186 0.003 0.037 -0.012 -0.004 0.000 0.000 0.000 -0.050 -0.090 -0.038 0.003 0.330 1.383 -0.141 -0.293 -0.444 -0.698 -0.954 -1.106 -1.259 -0.000 0.003 0.224 0.551
RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0002 -0.0005 -0.0004 -0.0000 -0.0000 -0.0001 -0.0001
RY deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0003 -0.0000 0.0000 -0.0000 0.0002 -0.0011 0.0044 -0.0146 -0.0057 0.0004 0.0000 0.0008 0.0005 0.0004 -0.0018 0.0002 -0.0000 -0.0000 -0.0000 0.0454 0.0000 0.0216 0.0045 -0.0029 0.0011 -0.0017 0.0060 0.0094 0.0016 -0.0422 -0.0000 -0.1440 -0.4806 0.0561 0.0283 0.0074 -0.0026 -0.0009 -0.0002 0.0001 -0.0006 0.0072 0.0594 0.0573
RZ deg. 0.1107 0.0342 -0.0609 -0.0265 -0.0044 0.0006 0.0043 -0.0014 0.0004 -0.0002 0.0000 -0.0000 0.0001 -0.0000 0.0001 -0.0002 0.0004 0.0009 0.0009 -0.0000 0.0000 0.0002 0.0005 0.0004 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0002 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0006 -0.0008 -0.0002 -0.0000
651 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 1451 1452 1453 1454 1455 1456 1457 2145 2154 2155 2165 2209 2210 2220 3269 3270 3280 3350 3359 3360 3370 4370 4379 4380 4390 4579 4580 4590 5590 5599 5600 5610
DX mm. -1.321 0.153 0.305 -0.165 0.075 0.274 -0.916 -0.285 -0.002 0.056 0.023 -0.022 -0.063 -0.017 0.260 0.929 1.522 1.465 1.481 1.441 1.401 1.343 0.946 0.459 -0.347 -0.438 -0.587 -0.600 -5.117 -5.193 -5.206 -0.387 -0.463 -0.476 0.154 0.059 -0.056 -0.173 -0.350 -0.441 -0.590 -0.603 0.000 0.000 0.000 -0.347 -0.438 -0.587 -0.600
DY mm. 0.000 0.000 0.000 0.000 -0.000 -0.001 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000
DZ mm. 0.531 0.050 0.012 0.149 0.302 0.284 0.369 0.311 0.253 0.195 0.109 -0.030 -0.117 -0.174 -0.232 -0.290 -0.582 -0.521 -0.224 -0.028 0.025 0.004 -0.000 0.000 -0.154 -0.059 0.056 0.173 0.000 0.000 0.000 0.016 0.032 0.066 0.352 0.443 0.592 0.605 0.155 0.059 -0.056 -0.174 0.907 0.984 0.997 0.153 0.059 -0.055 -0.172
RX deg. -0.0001 -0.0001 -0.0001 -0.0000 0.0000 0.0002 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0001 -0.0002 -0.0002 -0.0002 -0.0002 0.0000 0.0000 0.0000 0.0005 0.0005 0.0005 0.0008 0.0005 -0.0011 -0.0012 0.0001 0.0001 0.0001 0.0001 0.0000 -0.0009 -0.0010 0.0002 0.0002 0.0002 0.0002
RY deg. -0.0831 0.0108 0.0058 0.0570 0.0536 0.0639 -0.1588 -0.1035 -0.0351 -0.0025 0.0057 0.0063 -0.0004 -0.0326 -0.1060 -0.1790 0.0742 -0.1266 0.0643 0.0265 0.0038 -0.0047 0.0011 0.0008 0.0433 0.0322 0.0253 0.0253 0.0000 0.0000 0.0000 0.0079 0.0072 0.0072 -0.0435 -0.0323 -0.0253 -0.0253 -0.0435 -0.0324 -0.0254 -0.0254 0.0000 0.0000 0.0000 -0.0431 -0.0321 -0.0251 -0.0251
RZ deg. 0.0000 -0.0000 -0.0001 -0.0004 -0.0005 -0.0006 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0008 0.0005 -0.0010 -0.0012 0.0000 -0.0009 -0.0010 -0.0000 -0.0009 -0.0011 -0.0001 -0.0001 -0.0001 -0.0001 0.0008 0.0005 -0.0011 -0.0012 -0.0001 -0.0001 -0.0001 0.0008 0.0005 -0.0010 -0.0012
652 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 6900 6909 6910 6920 7910 7919 7920 7930 8929 8930 8940 9950 9959 9960 9970 10959 10960 10970 11250 11259 11260 11270 12259 12260 12270 13270 13279 13280 13290 14309 14310 14320 15320 15321 15322 15323 15324 15325 15326 15327 15328 15329 15330 15331 16359 16360 16370 17370 17371
DX mm. -0.315 -0.406 -0.555 -0.568 -0.331 -0.422 -0.571 -0.584 -0.907 -0.984 -0.997 -0.389 -0.480 -0.629 -0.642 0.000 0.000 0.000 0.350 0.441 0.590 0.603 -0.000 -0.000 0.000 0.303 0.394 0.543 0.556 -2.760 -2.837 -2.850 0.985 0.172 -0.084 -0.087 -0.021 -0.000 0.004 0.002 0.000 -0.000 -0.001 -0.000 0.001 0.000 0.000 0.461 0.575
DY mm. -0.003 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000 -0.005 -0.005 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.005 0.000 -0.000 -0.002 -0.004 -0.000 -0.005 -0.005 -0.005 -0.000 -0.001 -0.002
DZ mm. -0.144 -0.055 0.052 0.161 -0.121 -0.036 0.058 0.154 -0.000 -0.001 -0.004 -0.145 -0.051 0.059 0.171 -0.908 -0.984 -0.997 -0.148 -0.055 0.055 0.168 1.344 1.421 1.434 -0.152 -0.062 0.049 0.163 -0.000 -0.000 -0.000 2.026 2.167 2.310 2.453 2.670 3.628 2.950 3.173 3.323 3.475 3.641 3.551 -1.336 -1.413 -1.426 -0.002 -0.004
RX deg. -0.0001 -0.0001 -0.0001 -0.0001 -0.0003 -0.0003 -0.0003 -0.0003 0.0000 0.0000 0.0000 -0.0002 -0.0002 -0.0002 -0.0002 -0.0000 0.0009 0.0010 -0.0003 -0.0003 -0.0003 -0.0003 0.0000 -0.0009 -0.0010 -0.0002 -0.0002 -0.0002 -0.0002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0009 0.0000 0.0002 0.0005 0.0004 -0.0010 0.0000 -0.0000 0.0009 0.0010 -0.0001 -0.0001
RY deg. 0.0405 0.0301 0.0236 0.0236 0.0396 0.0280 0.0206 0.0206 -0.0006 -0.0005 -0.0005 0.0433 0.0316 0.0242 0.0242 -0.0000 -0.0000 -0.0000 -0.0423 -0.0313 -0.0244 -0.0244 0.0000 0.0000 0.0000 -0.0406 -0.0308 -0.0246 -0.0246 -0.0000 -0.0000 -0.0000 -0.2541 -0.1159 -0.0239 0.0070 0.0077 -0.0001 0.0003 -0.0004 -0.0002 -0.0001 -0.0001 -0.0001 0.0001 0.0001 0.0001 0.0015 0.0001
RZ deg. 0.0008 0.0005 -0.0011 -0.0012 0.0007 0.0005 -0.0010 -0.0012 0.0000 -0.0009 -0.0010 0.0008 0.0005 -0.0010 -0.0012 0.0000 0.0000 0.0000 -0.0007 -0.0005 0.0010 0.0012 0.0001 0.0001 0.0001 -0.0008 -0.0005 0.0011 0.0012 0.0000 -0.0009 -0.0010 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0003 -0.0005
653 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 3 (SUS) W+P1
NODE 17372 17379 17380 17390 18380 18389 18390 18400
DX mm. 0.688 0.765 0.842 0.855 0.408 0.499 0.648 0.661
DY mm. -0.004 -0.005 -0.005 -0.000 -0.003 -0.005 -0.005 -0.000
DZ mm. -0.003 -0.002 -0.001 0.001 0.140 0.047 -0.060 -0.170
RX deg. -0.0001 -0.0001 -0.0001 -0.0001 0.0002 0.0002 0.0002 0.0002
RY deg. -0.0004 -0.0004 -0.0005 -0.0005 0.0432 0.0311 0.0235 0.0235
RZ deg. -0.0005 -0.0000 0.0009 0.0011 -0.0008 -0.0005 0.0010 0.0012
654 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 10 11 12 13 14 15 16 17 18 19 20 30 40 50 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 89 90 100 110 120 130 131 132 133 134
DX mm. -0.093 -0.091 -0.089 -0.087 -0.084 -0.055 -0.053 -0.052 -0.050 -0.050 -0.049 -0.046 -0.045 -0.044 -0.041 -0.039 -0.038 -0.037 -0.035 -0.020 -0.007 -0.005 -0.004 -0.003 0.005 -0.002 0.002 0.003 0.001 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.001 -0.000 -0.001 -0.001 -0.001 -0.001 -0.001 -0.000
DY mm. 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 0.000
DZ mm. -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.001 -0.000 0.004 0.021 0.013 0.020 0.020 0.020 0.019 0.018 0.011 0.001 -0.004 -0.010 -0.007 -0.008 -0.006 -0.004 -0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000
RX deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0001 0.0000 -0.0005 -0.0015 0.0001 -0.0025 -0.0020 0.0005 0.0003 0.0001 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0008 -0.0009 0.0008 0.0007 0.0001 0.0001 0.0001 -0.0000 -0.0000 0.0000 -0.0000 0.0001
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000
655 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 139 140 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 170 180 190 200 201 202 203 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225
DX mm. -0.006 -0.000 0.000 0.000 -0.000 -0.000 -0.001 -0.013 -0.004 -0.008 -0.012 -0.015 -0.015 -0.016 -0.016 -0.016 -0.017 0.000 -0.004 -0.000 0.001 0.000 0.000 0.000 -0.001 -0.003 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.003 0.001 0.000 -0.000 0.002 0.000 -0.001 -0.004 -0.021 -0.000 -0.000 -0.042 -0.062 -0.065 -0.067 -0.069
DY mm. -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000
DZ mm. 0.002 0.003 0.000 -0.000 0.000 0.000 -0.000 0.012 0.000 -0.000 0.000 -0.000 -0.001 0.000 0.004 0.012 0.014 0.010 0.012 0.011 0.011 0.010 0.010 -0.002 -0.004 -0.004 0.009 0.008 0.007 0.006 0.006 0.006 0.005 0.004 0.004 0.004 0.004 0.002 0.001 -0.000 -0.000 0.000 0.004 0.004 -0.000 0.000 -0.000 -0.000 -0.000
RX deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. -0.0000 0.0001 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0020 0.0000 -0.0000 0.0000 -0.0001 0.0001 0.0005 0.0013 0.0016 -0.0003 0.0000 -0.0015 -0.0006 0.0001 0.0001 0.0001 0.0001 0.0004 0.0009 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0001 -0.0002 -0.0003 0.0003 0.0001 0.0000 -0.0005 -0.0003 -0.0001 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000
656 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 230 240 250 260 261 262 263 264 265 266 267 268 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 310 320 330 331
DX mm. -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.001 0.000 -0.000 -0.000 -0.001 -0.001 -0.001 -0.001 -0.001 -0.000 -0.001 -0.002 -0.004 -0.002 -0.003 -0.003 -0.003
DY mm. 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.007 0.008 -0.003 -0.003 -0.000 -0.000 -0.008 -0.009 0.001 0.004 0.008 0.009 0.003 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000
DZ mm. 0.004 0.003 0.002 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.000 -0.001 -0.002 -0.004 -0.007 -0.007 -0.008 -0.007 0.007 -0.008 -0.003 -0.001 -0.002 -0.008 -0.008 -0.000 0.002 0.006 0.007 0.006 0.006 0.006 -0.000 0.005 0.003 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.001 -0.000 -0.001 -0.000 -0.000 -0.000 -0.000 0.000
RX deg. -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0001 -0.0001 -0.0004 0.0014 -0.0010 -0.0009 0.0011 0.0005 0.0000 -0.0010 0.0003 0.0005 0.0010 0.0013 0.0002 -0.0009 -0.0004 -0.0001 0.0000 0.0001 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0001 0.0003 -0.0001 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0001 0.0000 0.0002 0.0001 0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000
657 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380
DX mm. -0.003 -0.004 -0.004 -0.004 -0.007 -0.011 -0.014 -0.014 -0.013 -0.014 -0.015 -0.015 -0.016 -0.005 -0.000 0.001 0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.015 0.000 0.001 -0.000 -0.005 -0.013 -0.016 -0.014 -0.014 -0.014 0.000 -0.013 -0.011 -0.007 -0.004 -0.001 -0.000 0.000 0.001 0.002 0.013
DY mm. -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000
DZ mm. 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.001 0.015 0.000 0.005 0.013 0.016 0.014 0.014 0.014 0.013 0.011 -0.001 0.007 0.004 0.001 0.000 -0.000 -0.001 -0.004 -0.007 -0.011 -0.013 -0.013 -0.014 -0.014 -0.014 -0.015 -0.016 -0.005 -0.000 0.001 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.008
RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000
RY deg. 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0001 0.0001 -0.0019 0.0006 0.0014 0.0019 -0.0000 -0.0015 -0.0006 -0.0001 0.0001 -0.0000 -0.0001 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0019 -0.0001 0.0001 0.0006 0.0014 0.0019 -0.0000 -0.0014 -0.0006 -0.0001 -0.0000 0.0001 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0025
RZ deg. 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000
658 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 430 431 432 433
DX mm. 0.005 0.010 0.004 -0.000 0.000 0.000 0.000 -0.000 0.015 0.000 0.019 0.019 0.020 0.020 0.020 0.020 -0.001 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.002 0.000 0.004 0.004 0.000 -0.001 -0.003 -0.000 -0.000 0.000 0.000
DY mm. -0.000 0.000 -0.000 0.000 -0.011 0.005 -0.009 -0.007 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.001 -0.000 -0.000 -0.003 -0.010 -0.011 -0.006 -0.003 0.003 0.005 0.002 0.001 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000
DZ mm. -0.000 0.000 -0.007 -0.007 -0.003 -0.015 -0.005 -0.006 -0.000 -0.005 0.000 0.000 -0.000 -0.004 -0.010 -0.010 -0.006 -0.005 -0.004 -0.005 -0.004 -0.003 -0.003 -0.006 -0.008 -0.013 -0.015 -0.014 -0.014 -0.004 -0.013 -0.013 -0.009 -0.006 -0.006 -0.006 -0.006 -0.005 -0.000 -0.003 0.001 0.004 0.002 0.004 0.004 -0.002 -0.002 -0.002 -0.002
RX deg. 0.0000 0.0000 -0.0000 -0.0000 -0.0006 0.0004 -0.0006 -0.0003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0001 0.0001 0.0004 -0.0000 0.0011 0.0014 0.0006 -0.0005 -0.0012 -0.0017 -0.0009 0.0006 0.0003 -0.0000 0.0001 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. 0.0000 -0.0000 -0.0015 -0.0005 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0001 0.0000 0.0004 0.0011 0.0014 -0.0013 -0.0000 0.0001 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0001 0.0000 -0.0004 -0.0009 -0.0001 -0.0004 -0.0009 -0.0000 0.0000 0.0000 0.0001
RZ deg. -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
659 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 434 440 441 442 443 444 445 446 447 448 449 450 451 460 470 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513
DX mm. -0.001 -0.010 -0.002 -0.000 0.000 0.000 0.000 -0.006 -0.005 -0.004 -0.004 -0.000 -0.004 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.004 -0.009 -0.013 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000
DY mm. -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.007 -0.009 0.002 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.003 0.008 0.009 -0.001 -0.004 -0.008 -0.010 -0.003 -0.000 -0.000 0.000 0.000
DZ mm. -0.001 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.001 -0.000 0.000 0.001 0.001 0.001 0.001 0.001 0.001 0.008 -0.007 0.003 0.001 0.001 0.002 0.001 0.001 0.002 0.004 0.006 0.008 0.008 0.000 -0.000 -0.015 0.008 0.009 0.009 0.009 0.000 -0.002 -0.006 -0.007 -0.006 -0.005 -0.006 -0.006 -0.006
RX deg. -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0015 -0.0011 0.0011 0.0005 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0001 -0.0001 -0.0000 -0.0000 -0.0000 -0.0004 -0.0009 -0.0010 0.0004 0.0004 0.0011 0.0013 0.0002 -0.0009 -0.0000 -0.0004 -0.0001 0.0001
RY deg. -0.0006 0.0002 0.0008 0.0003 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0018 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000
660 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 540 550 560 561 562 563 564 569 570 571 572 573 574 575 576 577 578 580 581 582 583 584 585 586
DX mm. -0.000 0.000 0.000 -0.012 -0.013 -0.013 0.000 -0.013 -0.014 -0.015 -0.005 -0.000 0.001 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.003 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.002 0.007 0.010 0.003 0.001 0.000 0.000 0.002 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000
DY mm. -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000
DZ mm. -0.004 -0.001 0.000 0.000 0.001 -0.000 -0.002 -0.005 -0.013 -0.017 -0.015 -0.015 -0.014 -0.014 -0.011 -0.007 -0.002 -0.003 -0.003 -0.002 -0.002 -0.002 -0.002 -0.002 0.001 -0.001 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.001 0.001 0.001 -0.000 0.002 0.004 0.006 0.007 0.009 0.011
RX deg. -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000
RY deg. -0.0000 0.0000 0.0000 0.0001 -0.0001 -0.0006 0.0000 -0.0015 -0.0019 -0.0001 0.0014 0.0005 0.0001 -0.0001 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0008 0.0010 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0008 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
661 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 590 591 592 593 594 595 596 597 598 599 600 601 610 620 630 640 641 642 643 644 645 799 800 810 820 825 830 831 832 833 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853
DX mm. 0.000 0.001 0.001 0.001 0.001 0.001 0.001 0.000 -0.001 0.001 0.001 -0.003 0.001 0.000 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000
DY mm. 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.007 -0.008 0.003 0.000 -0.000 0.000 -0.000 0.000 0.003 0.008 0.009 0.000 -0.001 -0.004 -0.008 -0.009 -0.003 -0.000 0.000
DZ mm. -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.002 0.004 -0.000 -0.000 0.004 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.001 0.002 0.002 0.003 0.004 0.004 0.005 0.005 0.005 0.007 -0.007 0.003 0.005 0.007 -0.000 0.007 0.007 0.008 0.008 0.008 0.001 -0.000 -0.002 -0.006 -0.007 -0.006 -0.006 -0.006
RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0014 -0.0010 0.0011 -0.0000 0.0001 0.0000 -0.0001 -0.0004 -0.0009 -0.0010 0.0003 0.0005 0.0005 0.0010 0.0013 0.0002 -0.0009 -0.0004 -0.0001
RY deg. -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0001 -0.0004 -0.0000 -0.0000 -0.0009 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RZ deg. -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
662 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 854 855 856 857 900 901 902 903 904 905 906 910 911 912 913 914 915 916 917 918 920 921 922 923 924 925 926 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951
DX mm. 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.001 0.002 -0.001 -0.003 0.005 0.007 0.009 0.009 0.010 0.010 0.012 0.000 -0.003 0.011 0.004 0.001 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.001 0.000 0.004 0.012 0.014 0.013 0.012 0.012 0.012 0.011 0.007 -0.002 -0.004 -0.006 -0.007 0.004 0.001
DY mm. 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000
DZ mm. -0.006 -0.003 0.000 0.001 0.000 -0.000 0.000 -0.000 0.000 -0.004 -0.004 0.000 -0.000 0.001 -0.000 -0.004 -0.013 -0.017 -0.004 -0.004 -0.017 -0.016 -0.016 -0.015 -0.015 -0.011 -0.006 -0.002 0.003 0.007 0.011 0.014 0.015 0.015 0.015 0.016 0.017 0.013 0.005 0.000 -0.001 -0.000 -0.000 -0.001 -0.000 0.000 0.000 0.000 0.000
RX deg. 0.0001 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000
RY deg. 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0001 0.0004 0.0008 0.0004 -0.0001 0.0001 0.0005 0.0014 0.0020 0.0005 0.0008 0.0010 -0.0014 -0.0012 -0.0005 -0.0001 0.0001 -0.0000 -0.0001 0.0003 -0.0000 -0.0000 0.0000 -0.0001 0.0001 0.0005 0.0013 0.0017 -0.0003 -0.0020 -0.0015 -0.0005 -0.0001 0.0001 -0.0002 0.0002 0.0001 0.0000 -0.0000 0.0005 -0.0001
RZ deg. 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
663 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 952 953 954 955 956 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 980 990 1000 1010 1011 1012 1013 1014 1199 1200 1210 1220 1230 1240 1241 1242 1243 1244 1250 1251 1252 1253 1260 1261 1262 1263 1264 1265
DX mm. -0.009 -0.011 0.002 -0.001 -0.004 0.000 0.000 0.000 0.001 0.001 0.001 0.001 0.001 0.000 0.001 0.001 0.000 -0.000 -0.000 -0.000 -0.000 0.001 0.000 -0.001 -0.001 -0.001 -0.000 -0.000 -0.000 -0.004 -0.004 -0.004 -0.003 -0.002 -0.002 -0.002 -0.002 -0.002 -0.001 -0.001 -0.000 0.001 0.003 -0.000 -0.000 0.000 0.000 0.001 -0.000
DY mm. 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000
DZ mm. 0.000 0.000 -0.002 -0.004 -0.004 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.002 0.000 0.000 -0.004 -0.006 -0.007 -0.009 -0.011 0.000 -0.000 -0.000 0.000 0.000 0.000 -0.001 -0.005 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.002 -0.004 -0.004 -0.000 -0.000 0.000 -0.000 0.000 0.002
RX deg. 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.0000 -0.0000 0.0006 0.0006 0.0009 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0001 -0.0004 -0.0010 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0001 -0.0002 -0.0004 -0.0009 0.0001 -0.0000 0.0000 0.0000 -0.0001 0.0000
RZ deg. -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000
664 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 1266 1267 1268 1269 1270 1271 1272 1273 1274 1280 1281 1282 1283 1284 1285 1286 1290 1291 1292 1293 1294 1295 1300 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335
DX mm. -0.000 0.000 0.000 0.000 0.002 -0.000 -0.000 0.001 0.003 0.008 0.013 0.013 0.014 0.014 0.014 0.016 0.013 0.004 0.000 -0.001 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.001 -0.002 -0.004 -0.009 -0.010 -0.011
DY mm. -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000
DZ mm. 0.004 0.006 0.010 0.013 0.000 0.015 0.017 -0.004 -0.004 -0.000 0.000 0.001 -0.000 -0.004 -0.012 -0.015 -0.014 -0.014 -0.013 -0.013 -0.012 -0.010 -0.008 -0.003 -0.000 0.002 0.000 0.002 0.001 0.004 0.002 0.005 0.005 0.005 0.002 0.002 0.002 0.002 0.002 0.005 0.005 0.005 0.005 0.006 0.006 0.000 0.000 0.001 -0.000
RX deg. -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. 0.0000 0.0000 -0.0000 -0.0000 0.0002 -0.0000 0.0000 -0.0002 -0.0008 0.0000 -0.0001 0.0001 0.0005 0.0014 0.0018 -0.0000 -0.0018 -0.0014 -0.0005 -0.0001 0.0001 -0.0000 -0.0001 0.0004 -0.0001 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0001 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0005 -0.0001 -0.0003 0.0001 -0.0001 -0.0004
RZ deg. -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000
665 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1366 1367 1368 1369 1370 1371 1372 1373 1374 1375 1376 1377 1378 1379 1380 1381 1382 1383 1384
DX mm. -0.012 -0.012 -0.014 -0.002 -0.011 -0.004 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.001 0.012 -0.000 0.001 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.007 0.004 0.010 0.013 0.011 0.011 0.010 0.008 -0.004 -0.006 0.001 -0.001 -0.004 -0.004 -0.004 -0.004 0.010 -0.001 0.001 -0.005 -0.006 -0.005 -0.005 0.002 0.004
DY mm. 0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.009 -0.008 0.005 0.002 0.003 -0.000 0.009 0.010 0.001 -0.002
DZ mm. -0.004 -0.010 -0.012 -0.001 -0.010 -0.010 -0.005 -0.004 -0.003 -0.002 -0.000 0.002 0.004 0.006 0.009 -0.009 -0.008 -0.007 -0.007 -0.006 -0.006 0.000 0.001 0.007 0.000 0.008 0.009 0.010 0.003 0.000 -0.000 -0.001 -0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000
RX deg. -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000
RY deg. -0.0011 -0.0014 0.0002 0.0003 0.0016 0.0012 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0001 -0.0001 0.0001 -0.0012 0.0005 0.0001 -0.0001 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0004 0.0005 0.0011 0.0016 0.0003 -0.0010 -0.0004 -0.0001 -0.0000 0.0001 0.0000 -0.0001 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000 0.0000 0.0000
RZ deg. -0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0001 -0.0001 -0.0004 0.0012 -0.0009 0.0010 0.0004 -0.0010 -0.0000 -0.0011 0.0001 0.0005 0.0012
666 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 1385 1386 1387 1388 1389 1390 1391 1392 1393 1394 1395 1396 1397 1398 1399 1400 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433
DX mm. 0.009 0.010 0.010 0.009 0.009 -0.013 0.009 0.007 0.005 0.002 0.000 -0.001 -0.002 -0.011 -0.012 -0.014 -0.012 -0.013 -0.013 -0.009 -0.030 -0.033 -0.035 -0.037 0.001 -0.015 0.002 0.003 0.004 0.013 0.021 0.032 0.033 0.034 0.035 -0.016 0.037 0.030 0.003 0.001 -0.000 -0.000 -0.000 0.000 0.000 -0.017 -0.018 -0.019 -0.019
DY mm. -0.007 -0.008 -0.003 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000
DZ mm. -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 0.003 0.000 0.001 -0.000 -0.000 0.000 0.000 0.000 -0.001 -0.001 -0.001 0.000 0.005 0.019 -0.002 -0.004 -0.006 -0.010 -0.013 -0.015 -0.017 -0.000 0.000 0.003 0.008
RX deg. 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0001 -0.0002 -0.0001 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0006 -0.0000 0.0003 0.0001 -0.0000 0.0000 -0.0000 0.0001 0.0001 0.0000 -0.0006 -0.0000 -0.0020 -0.0066 0.0007 0.0004 0.0001 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0001 0.0008 0.0008
RZ deg. 0.0015 0.0005 -0.0008 -0.0004 -0.0001 0.0000 0.0001 -0.0000 0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000
667 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 1451 1452 1453 1454 1455 1456 1457 2145 2154 2155 2165 2209 2210 2220 3269 3270 3280 3350 3359 3360 3370 4370 4379 4380 4390 4579 4580 4590 5590 5599 5600 5610
DX mm. -0.019 0.002 0.004 -0.002 0.001 0.004 -0.013 -0.004 0.000 0.001 0.000 -0.000 -0.001 -0.000 0.004 0.013 0.021 0.020 0.020 0.019 0.019 0.018 0.013 0.006 -0.006 -0.007 -0.009 -0.011 -0.070 -0.071 -0.074 -0.005 -0.006 -0.009 0.002 0.001 -0.001 -0.003 -0.006 -0.007 -0.009 -0.011 0.000 0.000 0.000 -0.006 -0.007 -0.009 -0.011
DY mm. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
DZ mm. 0.007 0.001 0.000 0.002 0.004 0.004 0.004 0.003 0.002 0.002 0.001 -0.001 -0.002 -0.003 -0.004 -0.005 -0.008 -0.008 -0.003 -0.000 0.000 0.000 -0.000 0.000 -0.002 -0.001 0.001 0.003 0.000 0.000 0.000 0.000 0.000 0.001 0.006 0.007 0.009 0.011 0.002 0.001 -0.001 -0.003 0.012 0.014 0.016 0.002 0.001 -0.001 -0.003
RX deg. -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. -0.0013 0.0002 0.0001 0.0007 0.0007 0.0010 -0.0023 -0.0015 -0.0005 -0.0000 0.0001 0.0001 -0.0000 -0.0005 -0.0015 -0.0024 0.0011 -0.0016 0.0009 0.0004 0.0001 -0.0001 0.0000 0.0000 0.0007 0.0005 0.0004 0.0004 0.0000 0.0000 0.0000 0.0001 0.0001 0.0001 -0.0007 -0.0005 -0.0004 -0.0004 -0.0007 -0.0005 -0.0004 -0.0004 0.0000 0.0000 0.0000 -0.0007 -0.0005 -0.0004 -0.0004
RZ deg. -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000
668 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 6900 6909 6910 6920 7910 7919 7920 7930 8929 8930 8940 9950 9959 9960 9970 10959 10960 10970 11250 11259 11260 11270 12259 12260 12270 13270 13279 13280 13290 14309 14310 14320 15320 15321 15322 15323 15324 15325 15326 15327 15328 15329 15330 15331 16359 16360 16370 17370 17371
DX mm. -0.005 -0.007 -0.009 -0.011 -0.006 -0.007 -0.009 -0.011 -0.012 -0.014 -0.016 -0.006 -0.008 -0.010 -0.012 0.000 0.000 0.000 0.006 0.007 0.009 0.011 -0.000 -0.000 0.000 0.005 0.007 0.009 0.011 -0.038 -0.039 -0.041 0.014 0.002 -0.001 -0.001 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.006 0.008
DY mm. 0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 0.000 0.000
DZ mm. -0.002 -0.001 0.001 0.003 -0.002 -0.001 0.001 0.002 -0.000 -0.000 -0.000 -0.002 -0.001 0.001 0.003 -0.012 -0.014 -0.016 -0.002 -0.001 0.001 0.003 0.018 0.020 0.022 -0.002 -0.001 0.001 0.003 -0.000 -0.000 -0.000 0.028 0.030 0.032 0.034 0.037 0.050 0.041 0.044 0.046 0.048 0.052 0.049 -0.018 -0.019 -0.022 -0.000 -0.000
RX deg. -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000
RY deg. 0.0006 0.0005 0.0004 0.0004 0.0006 0.0004 0.0003 0.0003 -0.0000 -0.0000 -0.0000 0.0007 0.0005 0.0004 0.0004 -0.0000 -0.0000 -0.0000 -0.0007 -0.0005 -0.0004 -0.0004 0.0000 0.0000 0.0000 -0.0006 -0.0005 -0.0004 -0.0004 -0.0000 -0.0000 -0.0000 -0.0035 -0.0016 -0.0003 0.0001 0.0001 -0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
RZ deg. 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000 -0.0000
669 CAESAR II 2011 R1 Ver.5.31.00.0000, (Build 120525) Date: JUN 1, 2013 Time: 18:49 Job: C:\DOCUMENTS AND SETTINGS\AB.RA\DESKTOP...\FIRE WATER-A-REVB Licensed To: JINAN ENGINEERING CONSULTANTS LLC -- ID #29405 DISPLACEMENTS REPORT: Nodal Movements CASE 4 (EXP) L4=L2-L3
NODE 17372 17379 17380 17390 18380 18389 18390 18400
DX mm. 0.009 0.011 0.012 0.014 0.007 0.008 0.010 0.012
DY mm. -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DZ mm. -0.000 -0.000 -0.000 0.000 0.002 0.001 -0.001 -0.003
RX deg. 0.0000 0.0000 0.0000 0.0000 -0.0000 -0.0000 -0.0000 -0.0000
RY deg. -0.0000 -0.0000 -0.0000 -0.0000 0.0007 0.0005 0.0004 0.0004
RZ deg. -0.0000 -0.0000 0.0000 0.0000 -0.0000 -0.0000 0.0000 0.0000