Pipe Support-AA Design Calculations

Document No

Temporary Pipe Support- AA Safe Work load Calculations

Revision No. Revision Date

0 November 13, 2012

Temporary Pipe Support- AA Safe Work Load Calculations

0

13-Nov-2012 13-Nov-2012

Issued For Review/Approval

Rev

Date

STATUS

PREPARED BY

CHECKED BY

APPROVED BY

Document No

Temporary Pipe support - AA Safe Work Load Calculations

Revision No.

0

Revision Date

November 13, 2012

CONTENTS

S.No

Description

Page

1.0

Design Criteria

3

2.0

Analysis & Design Methodology

3

3.0

Analysis & Design Results

4-14

4.0

Conclusion/Recommendationss Conclusion/Recommendation

15

Annexure-A

Pipe support Sketch

Annexure-B

Analysis/Design diagrams

2|Page

Document No



1.0

November 13, 2012

DESIGN CRITERIA 1.1.

Design Codes and Standards th

•

AISC – ASD 13 Edition

•

AWS (American welding society) Loading

1.2.

1.3.

2.0

0

Dead Load =

Self Wt. of structure

Live Load =

2 KN (Inclusive of 20% Impact load)

Wind Load =

Not considered

Seismic Load =

Not considered

Material •

All Structural Steel sections shall conform to ASTM A36

•

All Structural Bolts shall conform to ASTM A325 or equivalent.

•

All welding shall conform to E70XX

ANALYSIS & DESIGN METHODOLOGY A 3D analytical model has been developed on CSI SAP2000 software to conduct analysis and design of pipe support. Output results are presented in preceding sections of this report.

3|Page

Document No



3.0

0 November 13, 2012

PIPE SUPPORT - ANALYSIS & DESIGN RESULT

Table: Case - Static 1 - Load Assignments Case

Table: Case - Static 1 - Load Assignments LoadType LoadName

DEAD LIVE

Load pattern Load pattern

DEAD Pipe Load

LoadSF 1.000000 1.000000

Table: Connectivity - Frame, Part 1 of 2 Frame

JointI

1 2 3 4 5 6 7 8 9

1 3 4 6 8 9 2 4 5

Table: Connectivity - Frame, Part 1 of 2 JointJ IsCurved Length mm 2 No 830.91 2 No 830.91 5 No 443.29 7 No 830.91 7 No 830.91 10 No 443.29 7 No 1500.00 9 No 1500.00 10 No 1500.00

CentroidX mm 0.00 0.00 0.00 1500.00 1500.00 1500.00 750.00 750.00 750.00

CentroidY mm -128.75 128.75 2.842E-14 -128.75 128.75 2.842E-14 0.00 -221.65 221.65

CentroidZ mm 395.00 395.00 110.00 395.00 395.00 110.00 790.00 110.00 110.00

Table: Connectivity - Frame, Part 2 of 2 Table: Connectivity - Frame, Part 2 of 2 Frame GUID 1 2 3 4 5 6 7 8 9

Table: Element Forces - Frames, Part 1 of 2 Frame 1 1 1 1 1 1

Station mm 0.00 115.70 115.70 415.45 830.91 0.00

OutputCase DEAD DEAD DEAD DEAD DEAD LIVE

Table: Element Forces - Frames, Part 1 of 2 CaseType P V2 V3 KN KN KN LinStatic -0.101 9.441E-03 9.714E-19 LinStatic -0.096 7.819E-03 7.727E-19 LinStatic -0.050 5.154E-03 6.155E-19 LinStatic -0.037 9.499E-04 1.006E-19 LinStatic -0.019 -4.877E-03 -6.131E-19 LinStatic -0.519 0.021 1.905E-18

T KN-mm 0.00 0.00 0.00 0.00 0.00 0.00

M2 KN-mm 5.236E-17 -4.853E-17 7.365E-17 -3.367E-17 7.279E-17 1.102E-16

4|Page

Document No



Frame 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4

Station mm 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 443.29 0.00 443.29 0.00 443.29 0.00 443.29 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70

OutputCase LIVE LIVE LIVE LIVE DSTL1 DSTL1 DSTL1 DSTL1 DSTL1 DSTL2 DSTL2 DSTL2 DSTL2 DSTL2 DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE DSTL1 DSTL1 DSTL1 DSTL1 DSTL1 DSTL2 DSTL2 DSTL2 DSTL2 DSTL2 DEAD DEAD LIVE LIVE DSTL1 DSTL1 DSTL2 DSTL2 DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE DSTL1 DSTL1 DSTL1

Table: Element Forces - Frames, Part 1 of 2 CaseType P V2 KN KN LinStatic -0.519 0.021 LinStatic -0.525 3.229E-03 LinStatic -0.525 3.229E-03 LinStatic -0.525 3.229E-03 Combination -0.101 9.441E-03 Combination -0.096 7.819E-03 Combination -0.050 5.154E-03 Combination -0.037 9.499E-04 Combination -0.019 -4.877E-03 Combination -0.620 0.030 Combination -0.615 0.028 Combination -0.575 8.383E-03 Combination -0.562 4.179E-03 Combination -0.544 -1.648E-03 LinStatic -0.101 -9.441E-03 LinStatic -0.096 -7.819E-03 LinStatic -0.050 -5.154E-03 LinStatic -0.037 -9.499E-04 LinStatic -0.019 4.877E-03 LinStatic -0.519 -0.021 LinStatic -0.519 -0.021 LinStatic -0.525 -3.229E-03 LinStatic -0.525 -3.229E-03 LinStatic -0.525 -3.229E-03 Combination -0.101 -9.441E-03 Combination -0.096 -7.819E-03 Combination -0.050 -5.154E-03 Combination -0.037 -9.499E-04 Combination -0.019 4.877E-03 Combination -0.620 -0.030 Combination -0.615 -0.028 Combination -0.575 -8.383E-03 Combination -0.562 -4.179E-03 Combination -0.544 1.648E-03 LinStatic -0.012 0.010 LinStatic -0.012 -0.010 LinStatic 0.018 -6.072E-18 LinStatic 0.018 -6.072E-18 Combination -0.012 0.010 Combination -0.012 -0.010 Combination 6.814E-03 0.010 Combination 6.814E-03 -0.010 LinStatic -0.101 -9.441E-03 LinStatic -0.096 -7.819E-03 LinStatic -0.050 -5.154E-03 LinStatic -0.037 -9.499E-04 LinStatic -0.019 4.877E-03 LinStatic -0.519 -0.021 LinStatic -0.519 -0.021 LinStatic -0.525 -3.229E-03 LinStatic -0.525 -3.229E-03 LinStatic -0.525 -3.229E-03 Combination -0.101 -9.441E-03 Combination -0.096 -7.819E-03 Combination -0.050 -5.154E-03

V3 KN 1.905E-18 7.409E-20 7.409E-20 7.409E-20 9.714E-19 7.727E-19 6.155E-19 1.006E-19 -6.131E-19 2.876E-18 2.678E-18 6.896E-19 1.747E-19 -5.390E-19 -1.424E-19 -1.424E-19 0.000 0.000 0.000 -2.563E-19 -2.563E-19 0.000 0.000 0.000 -1.424E-19 -1.424E-19 0.000 0.000 0.000 -3.987E-19 -3.987E-19 0.000 0.000 0.000 1.216E-18 -1.241E-18 -2.303E-20 -2.303E-20 1.216E-18 -1.241E-18 1.193E-18 -1.264E-18 -1.424E-19 -1.424E-19 0.000 0.000 0.000 -2.563E-19 -2.563E-19 0.000 0.000 0.000 -1.424E-19 -1.424E-19 0.000

0 November 13, 2012

T KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

M2 KN-mm -1.102E-16 2.650E-17 4.286E-18 -2.650E-17 5.236E-17 -4.853E-17 7.365E-17 -3.367E-17 7.279E-17 1.626E-16 -1.587E-16 1.001E-16 -2.938E-17 4.629E-17 -8.239E-18 8.239E-18 3.709E-19 5.999E-20 -3.709E-19 -1.482E-17 1.482E-17 1.055E-18 1.706E-19 -1.055E-18 -8.239E-18 8.239E-18 3.709E-19 5.999E-20 -3.709E-19 -2.306E-17 2.306E-17 1.426E-18 2.306E-19 -1.426E-18 8.793E-17 9.360E-17 -5.104E-18 5.104E-18 8.793E-17 9.360E-17 8.283E-17 9.870E-17 -8.239E-18 8.239E-18 3.709E-19 5.999E-20 -3.709E-19 -1.482E-17 1.482E-17 1.055E-18 1.706E-19 -1.055E-18 -8.239E-18 8.239E-18 3.709E-19

5|Page

Document No



Frame 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7

Station mm 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 115.70 115.70 415.45 830.91 0.00 443.29 0.00 443.29 0.00 443.29 0.00 443.29 0.00 375.00 750.00 750.00 1125.00 1500.00 0.00 375.00 750.00 750.00 1125.00 1500.00 0.00 375.00 750.00 750.00 1125.00 1500.00 0.00 375.00

OutputCase DSTL1 DSTL1 DSTL2 DSTL2 DSTL2 DSTL2 DSTL2 DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE DSTL1 DSTL1 DSTL1 DSTL1 DSTL1 DSTL2 DSTL2 DSTL2 DSTL2 DSTL2 DEAD DEAD LIVE LIVE DSTL1 DSTL1 DSTL2 DSTL2 DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE DSTL1 DSTL1 DSTL1 DSTL1 DSTL1 DSTL1 DSTL2 DSTL2

Table: Element Forces - Frames, Part 1 of 2 CaseType P V2 KN KN Combination -0.037 -9.499E-04 Combination -0.019 4.877E-03 Combination -0.620 -0.030 Combination -0.615 -0.028 Combination -0.575 -8.383E-03 Combination -0.562 -4.179E-03 Combination -0.544 1.648E-03 LinStatic -0.101 9.441E-03 LinStatic -0.096 7.819E-03 LinStatic -0.050 5.154E-03 LinStatic -0.037 9.499E-04 LinStatic -0.019 -4.877E-03 LinStatic -0.519 0.021 LinStatic -0.519 0.021 LinStatic -0.525 3.229E-03 LinStatic -0.525 3.229E-03 LinStatic -0.525 3.229E-03 Combination -0.101 9.441E-03 Combination -0.096 7.819E-03 Combination -0.050 5.154E-03 Combination -0.037 9.499E-04 Combination -0.019 -4.877E-03 Combination -0.620 0.030 Combination -0.615 0.028 Combination -0.575 8.383E-03 Combination -0.562 4.179E-03 Combination -0.544 -1.648E-03 LinStatic -0.012 -0.010 LinStatic -0.012 0.010 LinStatic 0.018 6.072E-18 LinStatic 0.018 6.072E-18 Combination -0.012 -0.010 Combination -0.012 0.010 Combination 6.814E-03 -0.010 Combination 6.814E-03 0.010 LinStatic 1.472E-20 -2.086E-18 LinStatic 1.472E-20 -1.046E-18 LinStatic 1.472E-20 0.000 LinStatic 1.472E-20 0.000 LinStatic 1.472E-20 1.032E-18 LinStatic 1.472E-20 2.071E-18 LinStatic 3.184E-19 -6.127E-17 LinStatic 3.184E-19 -6.127E-17 LinStatic 3.184E-19 -6.127E-17 LinStatic 3.184E-19 6.120E-17 LinStatic 3.184E-19 6.120E-17 LinStatic 3.184E-19 6.120E-17 Combination 1.472E-20 -2.086E-18 Combination 1.472E-20 -1.046E-18 Combination 1.472E-20 0.000 Combination 1.472E-20 0.000 Combination 1.472E-20 1.032E-18 Combination 1.472E-20 2.071E-18 Combination 3.331E-19 -6.335E-17 Combination 3.331E-19 -6.231E-17

V3 KN 0.000 0.000 -3.987E-19 -3.987E-19 0.000 0.000 0.000 9.714E-19 7.727E-19 6.155E-19 1.006E-19 -6.131E-19 1.905E-18 1.905E-18 7.409E-20 7.409E-20 7.409E-20 9.714E-19 7.727E-19 6.155E-19 1.006E-19 -6.131E-19 2.876E-18 2.678E-18 6.896E-19 1.747E-19 -5.390E-19 1.278E-20 1.278E-20 2.303E-20 2.303E-20 1.278E-20 1.278E-20 3.581E-20 3.581E-20 -0.034 -0.017 -5.551E-17 -5.551E-17 0.017 0.034 -1.000 -1.000 -1.000 1.000 1.000 1.000 -0.034 -0.017 -5.551E-17 -5.551E-17 0.017 0.034 -1.034 -1.017

0 November 13, 2012

T KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

M2 KN-mm 5.999E-20 -3.709E-19 -2.306E-17 2.306E-17 1.426E-18 2.306E-19 -1.426E-18 5.236E-17 -4.853E-17 7.365E-17 -3.367E-17 7.279E-17 1.102E-16 -1.102E-16 2.650E-17 4.286E-18 -2.650E-17 5.236E-17 -4.853E-17 7.365E-17 -3.367E-17 7.279E-17 1.626E-16 -1.587E-16 1.001E-16 -2.938E-17 4.629E-17 2.832E-18 -2.832E-18 5.104E-18 -5.104E-18 2.832E-18 -2.832E-18 7.936E-18 -7.936E-18 -8.49 1.06 4.24 4.24 1.06 -8.49 -375.00 1.705E-13 375.00 375.00 5.684E-14 -375.00 -8.49 1.06 4.24 4.24 1.06 -8.49 -383.49 1.06

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Document No



Frame 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

Station mm 750.00 750.00 1125.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00

OutputCase DSTL2 DSTL2 DSTL2 DSTL2 DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DSTL1 DSTL1 DSTL1 DSTL1 DSTL2 DSTL2 DSTL2 DSTL2 DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE DSTL1 DSTL1 DSTL1 DSTL1 DSTL2 DSTL2 DSTL2 DSTL2

Table: Element Forces - Frames, Part 1 of 2 CaseType P V2 KN KN Combination 3.331E-19 -6.127E-17 Combination 3.331E-19 6.119E-17 Combination 3.331E-19 6.223E-17 Combination 3.331E-19 6.327E-17 LinStatic 1.562E-19 0.034 LinStatic 1.562E-19 0.011 LinStatic 1.562E-19 -0.011 LinStatic 1.562E-19 -0.034 LinStatic 2.822E-19 5.421E-20 LinStatic 2.822E-19 5.421E-20 LinStatic 2.822E-19 5.421E-20 LinStatic 2.822E-19 5.421E-20 Combination 1.562E-19 0.034 Combination 1.562E-19 0.011 Combination 1.562E-19 -0.011 Combination 1.562E-19 -0.034 Combination 4.385E-19 0.034 Combination 4.385E-19 0.011 Combination 4.385E-19 -0.011 Combination 4.385E-19 -0.034 LinStatic 1.562E-19 -0.034 LinStatic 1.562E-19 -0.011 LinStatic 1.562E-19 0.011 LinStatic 1.562E-19 0.034 LinStatic 2.822E-19 -5.421E-20 LinStatic 2.822E-19 -5.421E-20 LinStatic 2.822E-19 -5.421E-20 LinStatic 2.822E-19 -5.421E-20 Combination 1.562E-19 -0.034 Combination 1.562E-19 -0.011 Combination 1.562E-19 0.011 Combination 1.562E-19 0.034 Combination 4.385E-19 -0.034 Combination 4.385E-19 -0.011 Combination 4.385E-19 0.011 Combination 4.385E-19 0.034

V3 KN -1.000 1.000 1.017 1.034 4.161E-18 1.390E-18 -1.382E-18 -4.153E-18 0.000 0.000 0.000 0.000 4.161E-18 1.390E-18 -1.382E-18 -4.153E-18 4.158E-18 1.386E-18 -1.385E-18 -4.156E-18 0.000 0.000 0.000 0.000 1.059E-20 1.059E-20 1.059E-20 1.059E-20 0.000 0.000 0.000 0.000 1.398E-20 1.398E-20 1.398E-20 1.398E-20

0 November 13, 2012

T KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

M2 KN-mm 379.24 379.24 1.06 -383.49 1.042E-15 -3.453E-16 -3.473E-16 1.036E-15 -2.602E-18 -9.080E-19 7.860E-19 2.480E-18 1.042E-15 -3.453E-16 -3.473E-16 1.036E-15 1.040E-15 -3.462E-16 -3.465E-16 1.039E-15 2.602E-18 9.080E-19 -7.860E-19 -2.480E-18 7.806E-18 2.512E-18 -2.782E-18 -8.076E-18 2.602E-18 9.080E-19 -7.860E-19 -2.480E-18 1.041E-17 3.420E-18 -3.568E-18 -1.056E-17

Table: Element Forces - Frames, Part 2 of 2 Frame 1 1 1 1 1 1 1 1 1 1 1 1

Table: Element Forces - Frames, Part 2 of 2 Station OutputCase M3 FrameElem mm KN-mm 0.00 DEAD 0.51 1-1 115.70 DEAD -0.48 1-1 115.70 DEAD 0.65 1-2 415.45 DEAD -0.27 1-2 830.91 DEAD 0.55 1-2 0.00 LIVE 1.20 1-1 115.70 LIVE -1.20 1-1 115.70 LIVE 1.15 1-2 415.45 LIVE 0.19 1-2 830.91 LIVE -1.15 1-2 0.00 DSTL1 0.51 1-1 115.70 DSTL1 -0.48 1-1

ElemStation mm 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70

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Document No



Frame 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

Table: Element Forces - Frames, Part 2 of 2 Station OutputCase M3 FrameElem mm KN-mm 115.70 DSTL1 0.65 1-2 415.45 DSTL1 -0.27 1-2 830.91 DSTL1 0.55 1-2 0.00 DSTL2 1.71 1-1 115.70 DSTL2 -1.68 1-1 115.70 DSTL2 1.80 1-2 415.45 DSTL2 -8.068E-02 1-2 830.91 DSTL2 -0.61 1-2 0.00 DEAD -0.51 2-1 115.70 DEAD 0.48 2-1 115.70 DEAD -0.65 2-2 415.45 DEAD 0.27 2-2 830.91 DEAD -0.55 2-2 0.00 LIVE -1.20 2-1 115.70 LIVE 1.20 2-1 115.70 LIVE -1.15 2-2 415.45 LIVE -0.19 2-2 830.91 LIVE 1.15 2-2 0.00 DSTL1 -0.51 2-1 115.70 DSTL1 0.48 2-1 115.70 DSTL1 -0.65 2-2 415.45 DSTL1 0.27 2-2 830.91 DSTL1 -0.55 2-2 0.00 DSTL2 -1.71 2-1 115.70 DSTL2 1.68 2-1 115.70 DSTL2 -1.80 2-2 415.45 DSTL2 8.068E-02 2-2 830.91 DSTL2 0.61 2-2 0.00 DEAD 0.74 3-1 443.29 DEAD 0.74 3-1 0.00 LIVE -1.332E-15 3-1 443.29 LIVE 1.359E-15 3-1 0.00 DSTL1 0.74 3-1 443.29 DSTL1 0.74 3-1 0.00 DSTL2 0.74 3-1 443.29 DSTL2 0.74 3-1 0.00 DEAD -0.51 4-1 115.70 DEAD 0.48 4-1 115.70 DEAD -0.65 4-2 415.45 DEAD 0.27 4-2 830.91 DEAD -0.55 4-2 0.00 LIVE -1.20 4-1 115.70 LIVE 1.20 4-1 115.70 LIVE -1.15 4-2 415.45 LIVE -0.19 4-2 830.91 LIVE 1.15 4-2 0.00 DSTL1 -0.51 4-1 115.70 DSTL1 0.48 4-1 115.70 DSTL1 -0.65 4-2 415.45 DSTL1 0.27 4-2 830.91 DSTL1 -0.55 4-2 0.00 DSTL2 -1.71 4-1 115.70 DSTL2 1.68 4-1 115.70 DSTL2 -1.80 4-2 415.45 DSTL2 8.068E-02 4-2

0 November 13, 2012

ElemStation mm 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 443.29 0.00 443.29 0.00 443.29 0.00 443.29 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76

8|Page

Document No



Frame 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8

Table: Element Forces - Frames, Part 2 of 2 Station OutputCase M3 FrameElem mm KN-mm 830.91 DSTL2 0.61 4-2 0.00 DEAD 0.51 5-1 115.70 DEAD -0.48 5-1 115.70 DEAD 0.65 5-2 415.45 DEAD -0.27 5-2 830.91 DEAD 0.55 5-2 0.00 LIVE 1.20 5-1 115.70 LIVE -1.20 5-1 115.70 LIVE 1.15 5-2 415.45 LIVE 0.19 5-2 830.91 LIVE -1.15 5-2 0.00 DSTL1 0.51 5-1 115.70 DSTL1 -0.48 5-1 115.70 DSTL1 0.65 5-2 415.45 DSTL1 -0.27 5-2 830.91 DSTL1 0.55 5-2 0.00 DSTL2 1.71 5-1 115.70 DSTL2 -1.68 5-1 115.70 DSTL2 1.80 5-2 415.45 DSTL2 -8.068E-02 5-2 830.91 DSTL2 -0.61 5-2 0.00 DEAD -0.74 6-1 443.29 DEAD -0.74 6-1 0.00 LIVE 1.332E-15 6-1 443.29 LIVE -1.359E-15 6-1 0.00 DSTL1 -0.74 6-1 443.29 DSTL1 -0.74 6-1 0.00 DSTL2 -0.74 6-1 443.29 DSTL2 -0.74 6-1 0.00 DEAD -5.249E-16 7-1 375.00 DEAD 6.230E-17 7-1 750.00 DEAD 2.598E-16 7-1 750.00 DEAD 2.598E-16 7-1 1125.00 DEAD 6.761E-17 7-1 1500.00 DEAD -5.143E-16 7-1 0.00 LIVE -2.299E-14 7-1 375.00 LIVE -1.296E-17 7-1 750.00 LIVE 2.296E-14 7-1 750.00 LIVE 2.296E-14 7-1 1125.00 LIVE 1.296E-17 7-1 1500.00 LIVE -2.294E-14 7-1 0.00 DSTL1 -5.249E-16 7-1 375.00 DSTL1 6.230E-17 7-1 750.00 DSTL1 2.598E-16 7-1 750.00 DSTL1 2.598E-16 7-1 1125.00 DSTL1 6.761E-17 7-1 1500.00 DSTL1 -5.143E-16 7-1 0.00 DSTL2 -2.351E-14 7-1 375.00 DSTL2 4.934E-17 7-1 750.00 DSTL2 2.322E-14 7-1 750.00 DSTL2 2.322E-14 7-1 1125.00 DSTL2 8.056E-17 7-1 1500.00 DSTL2 -2.345E-14 7-1 0.00 DEAD 8.49 8-1 500.00 DEAD -2.83 8-1

0 November 13, 2012

ElemStation mm 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 115.70 0.00 299.76 715.21 0.00 443.29 0.00 443.29 0.00 443.29 0.00 443.29 0.00 375.00 750.00 750.00 1125.00 1500.00 0.00 375.00 750.00 750.00 1125.00 1500.00 0.00 375.00 750.00 750.00 1125.00 1500.00 0.00 375.00 750.00 750.00 1125.00 1500.00 0.00 500.00

9|Page

Document No



Frame 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

Table: Element Forces - Frames, Part 2 of 2 Station OutputCase M3 FrameElem mm KN-mm 1000.00 DEAD -2.83 8-1 1500.00 DEAD 8.49 8-1 0.00 LIVE 5.551E-17 8-1 500.00 LIVE 2.841E-17 8-1 1000.00 LIVE 1.301E-18 8-1 1500.00 LIVE -2.580E-17 8-1 0.00 DSTL1 8.49 8-1 500.00 DSTL1 -2.83 8-1 1000.00 DSTL1 -2.83 8-1 1500.00 DSTL1 8.49 8-1 0.00 DSTL2 8.49 8-1 500.00 DSTL2 -2.83 8-1 1000.00 DSTL2 -2.83 8-1 1500.00 DSTL2 8.49 8-1 0.00 DEAD -8.49 9-1 500.00 DEAD 2.83 9-1 1000.00 DEAD 2.83 9-1 1500.00 DEAD -8.49 9-1 0.00 LIVE -5.551E-17 9-1 500.00 LIVE -2.841E-17 9-1 1000.00 LIVE -1.301E-18 9-1 1500.00 LIVE 2.580E-17 9-1 0.00 DSTL1 -8.49 9-1 500.00 DSTL1 2.83 9-1 1000.00 DSTL1 2.83 9-1 1500.00 DSTL1 -8.49 9-1 0.00 DSTL2 -8.49 9-1 500.00 DSTL2 2.83 9-1 1000.00 DSTL2 2.83 9-1 1500.00 DSTL2 -8.49 9-1

0 November 13, 2012

ElemStation mm 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00 0.00 500.00 1000.00 1500.00

Table: Frame Loads - Point, Part 1 of 2 Frame

LoadPat

7

Pipe Load

Table: Frame Loads - Point, Part 1 of 2 CoordSys Type Dir GLOBAL

Force

Gravity

DistType

RelDist

RelDist

0.5000

Table: Frame Loads - Point, Part 2 of 2 Table: Frame Loads - Point, Part 2 of 2 LoadPat AbsDist Force mm KN Pipe Load 750.00 2.000

Frame 7

GUID

Table: Frame Section Assignments Frame

SectionType

1 2

Channel Channel

Table: Frame Section Assignments AutoSelect AnalSect N.A. N.A.

C-75X40X4X4 C-75X40X4X4

DesignSect

MatProp

C-75X40X4X4 C-75X40X4X4

Default Default

10 | P a g e

Document No


Revision No.

0

Revision Date

Frame

SectionType

3 4 5 6 7 8 9

Channel Channel Channel Channel Channel Channel Channel

Table: Frame Section Assignments AutoSelect AnalSect N.A. N.A. N.A. N.A. N.A. N.A. N.A.

C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4

November 13, 2012

DesignSect

MatProp

C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4

Default Default Default Default Default Default Default

Table: Joint Coordinates, Part 1 of 2 Joint

CoordSys

1 2 3 4 5 6 7 8 9 10

GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL

Table: Joint Coordinates, Part 1 of 2 CoordType XorR Y mm mm Cartesian 0.00 -257.50 Cartesian 0.00 0.00 Cartesian 0.00 257.50 Cartesian 0.00 -221.65 Cartesian 0.00 221.65 Cartesian 1500.00 -257.50 Cartesian 1500.00 0.00 Cartesian 1500.00 257.50 Cartesian 1500.00 -221.65 Cartesian 1500.00 221.65

Z mm 0.00 790.00 0.00 110.00 110.00 0.00 790.00 0.00 110.00 110.00

SpecialJt No No No No No No No No No No

GlobalX mm 0.00 0.00 0.00 0.00 0.00 1500.00 1500.00 1500.00 1500.00 1500.00

Table: Joint Coordinates, Part 2 of 2 Joint 1 2 3 4 5 6 7 8 9 10

Table: Joint Coordinates, Part 2 of 2 GlobalY GlobalZ GUID mm mm -257.50 0.00 0.00 790.00 257.50 0.00 -221.65 110.00 221.65 110.00 -257.50 0.00 0.00 790.00 257.50 0.00 -221.65 110.00 221.65 110.00

Table: Joint Reactions Joint

OutputCase

CaseType

1 1 1 1 3 3 3

DEAD LIVE DSTL1 DSTL2 DEAD LIVE DSTL1

LinStatic LinStatic Combination Combination LinStatic LinStatic Combination

Table: Joint Reactions F1 F2 KN KN -1.848E-19 0.022 -6.266E-19 0.141 -1.848E-19 0.022 -8.114E-19 0.163 -1.424E-19 -0.022 -2.563E-19 -0.141 -1.424E-19 -0.022

F3 KN 0.099 0.500 0.099 0.599 0.099 0.500 0.099

M1 KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00

M2 KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00

M3 KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00

11 | P a g e

Document No



Joint

OutputCase

CaseType

3 6 6 6 6 8 8 8 8

DSTL2 DEAD LIVE DSTL1 DSTL2 DEAD LIVE DSTL1 DSTL2

Combination LinStatic LinStatic Combination Combination LinStatic LinStatic Combination Combination

Table: Joint Reactions F1 F2 KN KN -3.987E-19 -0.163 1.424E-19 0.022 2.563E-19 0.141 1.424E-19 0.022 3.987E-19 0.163 1.848E-19 -0.022 6.266E-19 -0.141 1.848E-19 -0.022 8.114E-19 -0.163

F3 KN 0.599 0.099 0.500 0.099 0.599 0.099 0.500 0.099 0.599

M1 KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 November 13, 2012

M2 KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

M3 KN-mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Table: Load Case Definitions, Part 1 of 2 Case

Type

DEAD LIVE

LinStatic LinStatic

Table: Load Case Definitions, Part 1 of 2 InitialCond ModalCase BaseCase DesTypeOpt Zero Zero

Prog Det Prog Det

DesignType

AutoType

DEAD LIVE

None None

Table: Load Case Definitions, Part 2 of 2 Case

RunCase

DEAD LIVE

Yes Yes

Table: Load Case Definitions, Part 2 of 2 CaseStatus GUID

Notes

Finished Finished

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 1 of 8 Frame

DesignSect

1 2 3 4 5 6 7 8 9

C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4 C-75X40X4X4

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 1 of 8 DesignType Status Combo Brace Brace Beam Brace Brace Beam Beam Beam Beam

No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages

DSTL2 DSTL2 DSTL1 DSTL2 DSTL2 DSTL1 DSTL2 DSTL1 DSTL1

Location mm 0.00 0.00 443.29 0.00 0.00 443.29 1500.00 1500.00 1500.00

P KN -0.620 -0.620 -0.012 -0.620 -0.620 -0.012 3.331E-19 1.562E-19 1.562E-19

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 2 of 8 Frame 1 2 3 4 5

MMajor KN-mm 1.71 -1.71 0.74 -1.71 1.71

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 2 of 8 MMinor VMajor VMinor T Equation KN-mm KN KN KN-mm 1.626E-16 0.030 2.876E-18 0.00 (H1-3) -2.306E-17 -0.030 -3.987E-19 0.00 (H1-3) 9.360E-17 -0.010 -1.241E-18 0.00 (H1-3) -2.306E-17 -0.030 -3.987E-19 0.00 (H1-3) 1.626E-16 0.030 2.876E-18 0.00 (H1-3)

TotalRatio 0.009671 0.009671 0.000487 0.009671 0.009671

12 | P a g e

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Frame

MMajor KN-mm -0.74 -2.345E-14 8.49 -8.49

6 7 8 9

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 2 of 8 MMinor VMajor VMinor T Equation KN-mm KN KN KN-mm -2.832E-18 0.010 1.278E-20 0.00 (H1-3) -383.49 6.327E-17 1.034 0.00 (BENDING) 1.036E-15 -0.034 -4.153E-18 0.00 (BENDING) -2.480E-18 0.034 0.000 0.00 (BENDING)

0 November 13, 2012

TotalRatio 0.000487 0.804451 0.005366 0.005366

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 3 of 8 Frame 1 2 3 4 5 6 7 8 9

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 3 of 8 PRatio MMajRatio MMinRatio SRLimit PDsgn KN 0.008816 0.000855 0.000000 0.950000 -0.620 0.008816 0.000855 0.000000 0.950000 -0.620 0.000151 0.000337 0.000000 0.950000 -0.012 0.008816 0.000855 0.000000 0.950000 -0.620 0.008816 0.000855 0.000000 0.950000 -0.620 0.000151 0.000337 0.000000 0.950000 -0.012 0.000000 0.000000 0.804451 0.950000 3.331E-19 0.000000 0.005366 0.000000 0.950000 1.562E-19 0.000000 0.005366 0.000000 0.950000 1.562E-19

ffa KN/mm2 0.001054 0.001054 0.000020 0.001054 0.001054 0.000020 0.000000 0.000000 0.000000

Fa KN/mm2 0.119550 0.119550 0.130293 0.119550 0.119550 0.130293 0.069848 0.069848 0.069848

CmMajor

XKMajor

0.850000 0.850000 1.000000 0.850000 0.850000 1.000000 1.000000 1.000000 1.000000

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

FeMinor KN/mm2 0.309039 0.309039 0.804459 0.309039 0.309039 0.804459 0.070259 0.070259 0.070259

CmMinor


Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 4 of 8 Ft MMajDsgn ffbMajor FbMajor FeMajor KN/mm2 KN-mm KN/mm2 KN/mm2 KN/mm2 0.148927 1.71 0.000127 0.148927 1.725128 0.148927 -1.71 0.000127 0.148927 1.725128 0.148927 0.74 0.000055 0.163819 4.490676 0.148927 -1.71 0.000127 0.148927 1.725128 0.148927 1.71 0.000127 0.148927 1.725128 0.148927 -0.74 0.000055 0.163819 4.490676 0.148927 -2.345E-14 1.745E-18 0.117671 0.392200 0.148927 8.49 0.000631 0.117671 0.392200 0.148927 -8.49 0.000631 0.117671 0.392200


Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 5 of 8 XLMajor Cb MMinDsgn ffbMinor FbMinor KN-mm KN/mm2 KN/mm2 0.860759 1.000000 1.626E-16 5.079E-20 0.148927 0.860759 1.000000 -2.306E-17 0.000000 0.148927 1.000000 1.000000 9.360E-17 2.924E-20 0.148927 0.860759 1.000000 -2.306E-17 0.000000 0.148927 0.860759 1.000000 1.626E-16 5.079E-20 0.148927 1.000000 1.000000 -2.832E-18 0.000000 0.148927 1.000000 1.000000 -383.49 0.119804 0.148927 1.000000 1.000000 1.036E-15 3.238E-19 0.148927 1.000000 1.000000 -2.480E-18 0.000000 0.148927

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

13 | P a g e

Document No


Revision No.

0

Revision Date

November 13, 2012


XKMinor

1 2 3 4 5 6 7 8 9

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 6 of 8 XLMinor Fy E Length MajAxisAng KN/mm2 KN/mm2 mm Degrees 0.860759 0.24821 199.94798 830.91 0.860759 0.24821 199.94798 830.91 1.000000 0.24821 199.94798 443.29 0.860759 0.24821 199.94798 830.91 0.860759 0.24821 199.94798 830.91 1.000000 0.24821 199.94798 443.29 1.000000 0.24821 199.94798 1500.00 1.000000 0.24821 199.94798 1500.00 1.000000 0.24821 199.94798 1500.00

RLLF 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000


SectClass

1

Compact

2

Compact

3

Compact

4

Compact

5

Compact

6

Compact

7

Compact

8

Compact

9

Compact

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 7 of 8 FramingType SeisZone Omega0 Moment Resisting Frame Moment Resisting Frame Moment Resisting Frame Moment Resisting Frame Moment Resisting Frame Moment Resisting Frame Moment Resisting Frame Moment Resisting Frame Moment Resisting Frame

ErrMsg

3.000000

No Messages

3.000000

No Messages

3.000000

No Messages

3.000000

No Messages

3.000000

No Messages

3.000000

No Messages

3.000000

No Messages

3.000000

No Messages

3.000000

No Messages

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 8 of 8 Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 8 of 8 Frame WarnMsg 1 2 3 4 5 6 7 8 9

No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages

14 | P a g e

Document No



4.0

0 November 13, 2012

CONCLUSION / RECOMMENDATIONS •

Allowable Safe Pipe Load for Support N: 2 / 1.2 = 1.67 KN

•

Welding thickness = 3mm

15 | P a g e

An n ex u r e - A

An n ex u r e - B

An n ex u r e - B

SAP2000

SAP2000 v12.0.0 - File:PS-AA - 3-D View - KN, mm, C Units

11/13/12 17:40:12

SAP2000


11/13/12 17:39:51

SAP2000

SAP2000 v12.0.0 - File:PS-AA - Frame Concentrated Loads (Pipe Load) - KN, mm, C Units

11/13/12 17:39:22

SAP2000


11/13/12 17:50:07

SAP2000

0.00

11/13/12 18:02:22

0.50

0.70

0.90

SAP2000 v12.0.0 - File:PS-AA - Steel P-M Interaction Ratios (AISC-ASD01) - KN, mm, C Units

1.00

SAP2000


11/13/12 17:41:26

Pipe Support-AA Design Calculations

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