Stress Analysis report Fire Water Line GRE

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


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


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


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


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


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.


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


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





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


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


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


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


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


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


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


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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

149

28335.8

0.3

-0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

262

28335.8

25.1

-0.1

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

295

28335.8

17.8

0.6

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

350

28335.8

56.4

0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

394

28335.8

4726.2

0.1

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

400

28335.8

200.9

0.2

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

487

28335.8

5191.0

0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

531

28335.8

0.7

-0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

640

28335.8

48.9

-0.7

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

849

28335.8

1206.0

-0.1

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

926

28335.8

93.7

-0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1011

28335.8

274.8

0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1285

28335.8

1249.0

-0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1334

28335.8

1229.3

0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1370

28335.8

200.7

-0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1403

28335.8

20.9

0.1

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

2145

28335.8

4134.0

-0.0

65622.5


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

581

28335.8

47.9

-0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

8930

28335.8

133.4

-0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1274

28335.8

1630.2

1.1

60825.6


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

15326

28335.8

92.1

0.0

56671.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


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


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


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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

64

18890.6

17.7

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

149

18890.6

0.2

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

262

18890.6

24.9

-0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

295

18890.6

14.8

0.4

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

350

18890.6

38.3

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

394

18890.6

3192.8

0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

400

18890.6

199.5

0.2

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

487

18890.6

3508.4

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

531

18890.6

0.5

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

640

18890.6

48.5

-0.5

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

849

18890.6

814.0

-0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

926

18890.6

63.3

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1011

18890.6

186.9

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1285

18890.6

844.0

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1334

18890.6

831.3

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1370

18890.6

135.5

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1403

18890.6

16.8

0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

2145

18890.6

2798.6

0.0

43829.9


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

581

18890.6

32.5

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

8930

18890.6

133.0

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1274

18890.6

1104.1

1.1

40583.7


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

15326

18890.6

62.3

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


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


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


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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

64

18890.6

17.4

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

149

18890.6

0.2

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

262

18890.6

24.9

-0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

295

18890.6

14.8

0.4

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

350

18890.6

37.8

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

394

18890.6

3148.6

0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

400

18890.6

199.5

0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

487

18890.6

3460.8

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

531

18890.6

0.5

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

640

18890.6

48.5

-0.5

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

849

18890.6

802.0

-0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

926

18890.6

62.5

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1011

18890.6

184.4

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1285

18890.6

832.6

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1334

18890.6

819.5

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1370

18890.6

133.8

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1403

18890.6

16.7

0.1

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

2145

18890.6

2756.0

0.0

43748.3


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

581

18890.6

31.9

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

8930

18890.6

133.0

-0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1274

18890.6

1086.8

1.1

40550.5


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

15326

18890.6

61.4

0.0

37781.1


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


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


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


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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

64

0.0

0.2

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

149

0.0

0.0

-0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

262

0.0

0.0

-0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

295

0.0

0.1

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

350

0.0

0.5

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

394

0.0

44.2

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

400

0.0

0.1

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

487

0.0

47.6

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

531

0.0

0.0

-0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

640

0.0

0.0

-0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

849

0.0

12.1

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

926

0.0

0.8

-0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1011

0.0

2.5

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1285

0.0

11.4

-0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1334

0.0

11.9

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1370

0.0

1.7

-0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1403

0.0

0.2

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

2145

0.0

42.6

0.0

81.6


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

581

0.0

0.6

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

8930

0.0

0.0

-0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

1274

0.0

17.3

0.0

33.2


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa

15326

0.0

0.8

0.0

0.0


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


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


NODE

Axial Stress KPa

Bending Stress KPa

Torsion Stress KPa

Hoop Stress KPa


SIF In Plane

SIF Out Plane

Code 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


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


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


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


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


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



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



-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



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


NODE

Load Case


FX N. X2; Bilinear Z2; Bi-linear Y2 -176 -119 -117 -2 -176/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



-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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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


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


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



-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


NODE

Load Case

FX N.

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 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 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



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;


NODE

Load Case 1(HYD) 2(OPE) 3(SUS) 4(EXP) MAX

FX N. Bi-linear Y2 -671 -451 -445 -6 -671/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



-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



-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


NODE


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



-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


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



-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


NODE

Load Case


FX N. X2; Bilinear X2; Bi-linear Y2 3583 2426 2393 33 3583/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



-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


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


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



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



-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


NODE

Load Case

FX N.

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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


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


NODE


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


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


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


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


NODE

Load Case


FX N. 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


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


NODE

Load Case


FX N. linear X2; Bi-linear Z2; Bilinear Y2 85 53 56 -3 85/L1


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


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


NODE

Load Case

FX N.

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

-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



-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



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;


NODE


FX N. Bi-linear Y2 -5172 -3498 -3450 -47 -5172/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



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



-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


NODE


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



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



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



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


NODE

Load Case





-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


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)


-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


NODE


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 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



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



-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


NODE

Load Case

FX N.

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.



-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



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



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;


NODE


FX N. Bi-linear Y2 158 107 106 1 158/L1


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


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



-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


NODE

Load Case

FX N.

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

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



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


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



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



-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



-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-


NODE

Load Case


FX N. linear Z2; Bi-linear Y2 5 3 3 0 5/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



-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


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



-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



-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



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


NODE

Load Case


FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 -1090 -737 -727 -10 -1090/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



-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


NODE


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


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


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



-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


NODE

Load Case


FX N. Bi-linear Z2; Bilinear X2; Bi-linear Y2 2 1 1 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

0.000 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



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


NODE


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



-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



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


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


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


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



-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


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


NODE


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



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



-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


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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



-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


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


NODE


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


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



-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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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


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


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


NODE


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



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


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



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


NODE

Load Case

FX N.

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.



-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



-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



-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



NODE


FX N. Bi-linear Y2 -0 -0 -0 -0 -0/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 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



-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


NODE


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



-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



-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



-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


NODE


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


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



-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



-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


NODE


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 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



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



-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


NODE

Load Case





-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



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)


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


NODE


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



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



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



-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


NODE

Load Case

FX N.

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

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



-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



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



NODE


FX N. Bi-linear Y2 -185 -125 -123 -2 -185/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



-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


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


NODE


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


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



-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


NODE


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



-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



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



-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


NODE

Load Case


FX N. 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



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


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


NODE


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



-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



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



-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


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



-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



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



-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-


NODE

Load Case


FX N. linear X2; Bi-linear Y2 -5303 -3584 -3536 -49 -5303/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



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)


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


NODE


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



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



-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)


0

-5

0

0

0

-1.199

0.000

-0.000

370

371

372


NODE


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



-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



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



-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


NODE

Load Case

FX N.

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

-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



-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



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



NODE


FX N. Bi-linear Y2 263 178 175 2 263/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



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


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


NODE


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



-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



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



-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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



-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



-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


NODE


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



-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



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



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


NODE

Load Case

FX N.

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

-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



-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 -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



NODE


FX N. Bi-linear Y2 4998 3377 3331 46 4998/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



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



-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


NODE


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



-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



-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



-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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



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



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


NODE


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



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



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


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-


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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


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



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


NODE


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


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



-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



-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


NODE

Load Case


FX N. Bi-linear X2; Bilinear Z2; Bi-linear Y2 6 4 4 0 6/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


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


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


NODE


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



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



-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


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


NODE


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



-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



-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



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


NODE

Load Case




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 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


NODE

Load Case


FX N. Bi-linear Z2; Bilinear X2; Bi-linear Y2 -55 -37 -36 -0 -55/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



-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


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


NODE


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



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 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


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


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



-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


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


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



NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



-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 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



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


NODE


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



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



-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



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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



-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


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


NODE


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



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



-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



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


NODE

Load Case





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



-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


NODE


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



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



-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



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


NODE

Load Case

FX N.

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.



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



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



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



NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



-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



-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


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


NODE


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



-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



-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



-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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.



-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



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



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)


-3

-144

0

0

0

-0.000

-0.000

-0.408

512

513

514


NODE


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 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



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



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


NODE

Load Case

FX N.

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

-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



-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



-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



NODE


FX N. Bi-linear Y2 -34 -23 -23 -0 -34/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



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



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


NODE


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



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



-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



-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


NODE

Load Case





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



-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)


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


NODE


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 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



-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



-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


NODE

Load Case

FX N.

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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


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



-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)


-3

-0

0

0

0

-0.024

-0.001

-0.018

540

560

561

562


NODE


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



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 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


NODE

Load Case





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



-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)


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


NODE


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



-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 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



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


NODE

Load Case

FX N.

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

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



-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


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


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 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 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



-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-


NODE

Load Case





-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



-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


NODE

Load Case


FX N. Bi-linear X2; Bilinear Y2 95 65 63 1 95/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



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)


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


NODE


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 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



-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



-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


NODE

Load Case

FX N.

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

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



-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



-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



NODE


FX N. Bi-linear Y2 156 105 104 1 156/L1


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


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



-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


NODE

Load Case

FX N.

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 -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 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



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



NODE


FX N. Bi-linear Y2 -1 -1 -1 -0 -1/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


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


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


NODE

Load Case

FX N.

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.



-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



-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



-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



NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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


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



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



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


NODE


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



-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


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)


-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


NODE


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



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



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



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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



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


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


NODE


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


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


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


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


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



-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



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



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-


NODE

Load Case





-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



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


NODE

Load Case


FX N. Bi-linear X2; Bilinear Y2 83 56 55 1 83/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



-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)


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


NODE


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



-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 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



-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


NODE

Load Case

FX N.

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

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 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


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


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



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



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



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-


NODE

Load Case


FX N. linear X2; Bi-linear Y2 4861 3285 3240 45 4861/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



-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


NODE


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



-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



-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



-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


NODE

Load Case





-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



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


NODE

Load Case


FX N. Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 125 84 83 1 125/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



-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


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


NODE





-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



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



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


NODE


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



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



-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



-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


NODE

Load Case


FX N. X2; Bilinear Z2; Bi-linear Y2 31 21 21 0 31/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



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)


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


NODE


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



-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



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 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


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 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



-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 -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



NODE

Load Case


FX N. Bi-linear Y2; Bilinear Z2; Bi-linear X2; Bilinear Y2 1450 980 967 13 1450/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



-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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



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



-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


NODE


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



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



-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)


0

-0

0

0

0

0.002

0.000

-0.000

960

961

962


NODE


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



-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



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 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


NODE

Load Case

FX N.

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

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



-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 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



NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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 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



-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 -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


NODE


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



-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



-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


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;


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



-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



-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


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


NODE


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



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



-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


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;


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



-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



-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



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


NODE


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



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


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)


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


NODE


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



-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



-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


NODE


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



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



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



-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


NODE

Load Case

FX N.

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

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



-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



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



NODE


FX N. Bi-linear Y2 16 11 10 0 16/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 -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


NODE

Load Case


FX N. X2; Bilinear Y2 1104 746 736 10 1104/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



-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)


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


NODE


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



-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



-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



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


NODE

Load Case





-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



-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


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


NODE


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



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



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



-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


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



-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



-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



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-


NODE

Load Case


FX N. linear X2; Bi-linear Y2 19 13 12 0 19/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



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


NODE

Load Case





-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



-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)


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


NODE


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


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



-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


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


NODE

Load Case




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


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


NODE


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



-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



-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



-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


NODE

Load Case

FX N.

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

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 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


NODE


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



-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



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



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


NODE

Load Case

FX N.

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

-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



-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



-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



NODE


FX N. Bi-linear Y2 -4069 -2751 -2713 -38 -4069/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



-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



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


NODE


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



-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


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;


NODE

Load Case


FX N. Bi-linear Y2; Bilinear X2; Bi-linear Z2; Bilinear Y2 -3 -2 -2 0 -3/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



-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


NODE

Load Case


FX N. linear Z2; Bi-linear Y2 30 20 20 0 30/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 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


NODE


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



-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



-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



-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


NODE

Load Case





-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



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


NODE

Load Case

FX N.

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

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



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



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



NODE


FX N. Bi-linear Y2 33 22 22 0 33/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



-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



-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


NODE


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



-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



-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 -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


NODE

Load Case





-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



-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)


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


NODE


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


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



-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



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


NODE

Load Case

FX N.

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.



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



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


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


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



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



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


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-


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



-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



-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


NODE


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



-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



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



-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


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.



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



-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



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



NODE


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



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



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



-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


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



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 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



-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-


NODE

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



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



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)


-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


NODE


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



-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



-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



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


NODE 1410

Load Case

FY N.

FZ N.

MX N.m.

MY N.m.

MZ N.m.

DX mm.

DY mm.

DZ mm.


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



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



-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



-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


NODE


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



-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



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



-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


NODE

Load Case


FX N. X2; Bilinear Z2; Bi-linear Y2 115 78 77 1 115/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



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)


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


NODE


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



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



-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



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


NODE

Load Case

FX N.

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 -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 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 -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



NODE





-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


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)


-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


NODE


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



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 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 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


NODE

Load Case





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



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


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


NODE


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



-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



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


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


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



-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



-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



-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-


NODE

Load Case





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



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)


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


NODE


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



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



-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



-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


NODE

Load Case





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



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


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


NODE


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



-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



-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



-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


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



-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



-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


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


2210

2220

Rigid +Y 0 0 0 0


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



-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)


-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


NODE


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



-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



-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


4370

4380

4390

FX N. -185 -182 -3 -274/L1 Rigid +Y 0 0 0 0


NODE



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


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



-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



-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


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



-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



-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


7910

7920


FX N. Rigid +Y 0 0 0 0

Rigid +Y 0 0 0 0


NODE

Load Case

FX N.

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

-1.476 -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



-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)


-17 -17

288 195

0 0

0 0

0 0

-0.944 -0.639

-0.005 -0.005

0.088 0.060

8930


9950

9960

Rigid +Y 0 0 0 0


NODE




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


NODE


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



-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



-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


12260

12270

Rigid +Y 0 0 0 0


NODE


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



-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



-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


14310

FX N. 0 0

Rigid +Y 0 0 0 0



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



-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



-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


15320

15321

FX N. Bi-linear Y2 -54 -36 -36 -0 -54/L1 Rigid +Y 0 0 0 0


NODE

Load Case





-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



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


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


NODE


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 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 -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



-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


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



-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



-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


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


16360

16370

Rigid +Y 0 0 0 0


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



-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



-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



-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-


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



-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



-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


18380

18390

FX N. linear Z2; Bi-linear Y2 16 11 11 0 16/L1 Rigid +Y 0 0 0 0


NODE

Load Case


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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

Stress Analysis report Fire Water Line GRE

Recommend Documents