Pipe Support-AA Design Calculations

Temporary Pipe Support- AA Safe Work load Calculations

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Revision Date November 13, 2012

Temporary Pipe Support- AA

Safe Work Load Calculations

0 13-Nov-2012 Issued For Review/Approval

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Temporary Pipe support - AA Safe Work Load Calculations

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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/Recommendations 15

Annexure-A Pipe support Sketch

Annexure-B Analysis/Design diagrams


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1.0 DESIGN CRITERIA

1.1. Design Codes and Standards

• AISC – ASD 13th Edition

• AWS (American welding society)

1.2. Loading

Dead Load = Self Wt. of structure

Live Load = 2 KN (Inclusive of 20% Impact load)

Wind Load = Not considered

Seismic Load = Not considered

1.3. 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

2.0 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.


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3.0 PIPE SUPPORT - ANALYSIS & DESIGN RESULT Table: Case - Static 1 - Load Assignments

Table: Case - Static 1 - Load Assignments Case LoadType LoadName LoadSF

DEAD Load pattern DEAD 1.000000 LIVE Load pattern Pipe Load 1.000000

Table: Connectivity - Frame, Part 1 of 2

Table: Connectivity - Frame, Part 1 of 2 Frame JointI JointJ IsCurved Length CentroidX CentroidY CentroidZ

mm mm mm mm 1 1 2 No 830.91 0.00 -128.75 395.00 2 3 2 No 830.91 0.00 128.75 395.00 3 4 5 No 443.29 0.00 2.842E-14 110.00 4 6 7 No 830.91 1500.00 -128.75 395.00 5 8 7 No 830.91 1500.00 128.75 395.00 6 9 10 No 443.29 1500.00 2.842E-14 110.00 7 2 7 No 1500.00 750.00 0.00 790.00 8 4 9 No 1500.00 750.00 -221.65 110.00 9 5 10 No 1500.00 750.00 221.65 110.00

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

Table: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase CaseType P V2 V3 T M2

mm KN KN KN KN-mm KN-mm 1 0.00 DEAD LinStatic -0.101 9.441E-03 9.714E-19 0.00 5.236E-17 1 115.70 DEAD LinStatic -0.096 7.819E-03 7.727E-19 0.00 -4.853E-17 1 115.70 DEAD LinStatic -0.050 5.154E-03 6.155E-19 0.00 7.365E-17 1 415.45 DEAD LinStatic -0.037 9.499E-04 1.006E-19 0.00 -3.367E-17 1 830.91 DEAD LinStatic -0.019 -4.877E-03 -6.131E-19 0.00 7.279E-17 1 0.00 LIVE LinStatic -0.519 0.021 1.905E-18 0.00 1.102E-16


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mm KN KN KN KN-mm KN-mm 1 115.70 LIVE LinStatic -0.519 0.021 1.905E-18 0.00 -1.102E-16 1 115.70 LIVE LinStatic -0.525 3.229E-03 7.409E-20 0.00 2.650E-17 1 415.45 LIVE LinStatic -0.525 3.229E-03 7.409E-20 0.00 4.286E-18 1 830.91 LIVE LinStatic -0.525 3.229E-03 7.409E-20 0.00 -2.650E-17 1 0.00 DSTL1 Combination -0.101 9.441E-03 9.714E-19 0.00 5.236E-17 1 115.70 DSTL1 Combination -0.096 7.819E-03 7.727E-19 0.00 -4.853E-17 1 115.70 DSTL1 Combination -0.050 5.154E-03 6.155E-19 0.00 7.365E-17 1 415.45 DSTL1 Combination -0.037 9.499E-04 1.006E-19 0.00 -3.367E-17 1 830.91 DSTL1 Combination -0.019 -4.877E-03 -6.131E-19 0.00 7.279E-17 1 0.00 DSTL2 Combination -0.620 0.030 2.876E-18 0.00 1.626E-16 1 115.70 DSTL2 Combination -0.615 0.028 2.678E-18 0.00 -1.587E-16 1 115.70 DSTL2 Combination -0.575 8.383E-03 6.896E-19 0.00 1.001E-16 1 415.45 DSTL2 Combination -0.562 4.179E-03 1.747E-19 0.00 -2.938E-17 1 830.91 DSTL2 Combination -0.544 -1.648E-03 -5.390E-19 0.00 4.629E-17 2 0.00 DEAD LinStatic -0.101 -9.441E-03 -1.424E-19 0.00 -8.239E-18 2 115.70 DEAD LinStatic -0.096 -7.819E-03 -1.424E-19 0.00 8.239E-18 2 115.70 DEAD LinStatic -0.050 -5.154E-03 0.000 0.00 3.709E-19 2 415.45 DEAD LinStatic -0.037 -9.499E-04 0.000 0.00 5.999E-20 2 830.91 DEAD LinStatic -0.019 4.877E-03 0.000 0.00 -3.709E-19 2 0.00 LIVE LinStatic -0.519 -0.021 -2.563E-19 0.00 -1.482E-17 2 115.70 LIVE LinStatic -0.519 -0.021 -2.563E-19 0.00 1.482E-17 2 115.70 LIVE LinStatic -0.525 -3.229E-03 0.000 0.00 1.055E-18 2 415.45 LIVE LinStatic -0.525 -3.229E-03 0.000 0.00 1.706E-19 2 830.91 LIVE LinStatic -0.525 -3.229E-03 0.000 0.00 -1.055E-18 2 0.00 DSTL1 Combination -0.101 -9.441E-03 -1.424E-19 0.00 -8.239E-18 2 115.70 DSTL1 Combination -0.096 -7.819E-03 -1.424E-19 0.00 8.239E-18 2 115.70 DSTL1 Combination -0.050 -5.154E-03 0.000 0.00 3.709E-19 2 415.45 DSTL1 Combination -0.037 -9.499E-04 0.000 0.00 5.999E-20 2 830.91 DSTL1 Combination -0.019 4.877E-03 0.000 0.00 -3.709E-19 2 0.00 DSTL2 Combination -0.620 -0.030 -3.987E-19 0.00 -2.306E-17 2 115.70 DSTL2 Combination -0.615 -0.028 -3.987E-19 0.00 2.306E-17 2 115.70 DSTL2 Combination -0.575 -8.383E-03 0.000 0.00 1.426E-18 2 415.45 DSTL2 Combination -0.562 -4.179E-03 0.000 0.00 2.306E-19 2 830.91 DSTL2 Combination -0.544 1.648E-03 0.000 0.00 -1.426E-18 3 0.00 DEAD LinStatic -0.012 0.010 1.216E-18 0.00 8.793E-17 3 443.29 DEAD LinStatic -0.012 -0.010 -1.241E-18 0.00 9.360E-17 3 0.00 LIVE LinStatic 0.018 -6.072E-18 -2.303E-20 0.00 -5.104E-18 3 443.29 LIVE LinStatic 0.018 -6.072E-18 -2.303E-20 0.00 5.104E-18 3 0.00 DSTL1 Combination -0.012 0.010 1.216E-18 0.00 8.793E-17 3 443.29 DSTL1 Combination -0.012 -0.010 -1.241E-18 0.00 9.360E-17 3 0.00 DSTL2 Combination 6.814E-03 0.010 1.193E-18 0.00 8.283E-17 3 443.29 DSTL2 Combination 6.814E-03 -0.010 -1.264E-18 0.00 9.870E-17 4 0.00 DEAD LinStatic -0.101 -9.441E-03 -1.424E-19 0.00 -8.239E-18 4 115.70 DEAD LinStatic -0.096 -7.819E-03 -1.424E-19 0.00 8.239E-18 4 115.70 DEAD LinStatic -0.050 -5.154E-03 0.000 0.00 3.709E-19 4 415.45 DEAD LinStatic -0.037 -9.499E-04 0.000 0.00 5.999E-20 4 830.91 DEAD LinStatic -0.019 4.877E-03 0.000 0.00 -3.709E-19 4 0.00 LIVE LinStatic -0.519 -0.021 -2.563E-19 0.00 -1.482E-17 4 115.70 LIVE LinStatic -0.519 -0.021 -2.563E-19 0.00 1.482E-17 4 115.70 LIVE LinStatic -0.525 -3.229E-03 0.000 0.00 1.055E-18 4 415.45 LIVE LinStatic -0.525 -3.229E-03 0.000 0.00 1.706E-19 4 830.91 LIVE LinStatic -0.525 -3.229E-03 0.000 0.00 -1.055E-18 4 0.00 DSTL1 Combination -0.101 -9.441E-03 -1.424E-19 0.00 -8.239E-18 4 115.70 DSTL1 Combination -0.096 -7.819E-03 -1.424E-19 0.00 8.239E-18 4 115.70 DSTL1 Combination -0.050 -5.154E-03 0.000 0.00 3.709E-19


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mm KN KN KN KN-mm KN-mm 4 415.45 DSTL1 Combination -0.037 -9.499E-04 0.000 0.00 5.999E-20 4 830.91 DSTL1 Combination -0.019 4.877E-03 0.000 0.00 -3.709E-19 4 0.00 DSTL2 Combination -0.620 -0.030 -3.987E-19 0.00 -2.306E-17 4 115.70 DSTL2 Combination -0.615 -0.028 -3.987E-19 0.00 2.306E-17 4 115.70 DSTL2 Combination -0.575 -8.383E-03 0.000 0.00 1.426E-18 4 415.45 DSTL2 Combination -0.562 -4.179E-03 0.000 0.00 2.306E-19 4 830.91 DSTL2 Combination -0.544 1.648E-03 0.000 0.00 -1.426E-18 5 0.00 DEAD LinStatic -0.101 9.441E-03 9.714E-19 0.00 5.236E-17 5 115.70 DEAD LinStatic -0.096 7.819E-03 7.727E-19 0.00 -4.853E-17 5 115.70 DEAD LinStatic -0.050 5.154E-03 6.155E-19 0.00 7.365E-17 5 415.45 DEAD LinStatic -0.037 9.499E-04 1.006E-19 0.00 -3.367E-17 5 830.91 DEAD LinStatic -0.019 -4.877E-03 -6.131E-19 0.00 7.279E-17 5 0.00 LIVE LinStatic -0.519 0.021 1.905E-18 0.00 1.102E-16 5 115.70 LIVE LinStatic -0.519 0.021 1.905E-18 0.00 -1.102E-16 5 115.70 LIVE LinStatic -0.525 3.229E-03 7.409E-20 0.00 2.650E-17 5 415.45 LIVE LinStatic -0.525 3.229E-03 7.409E-20 0.00 4.286E-18 5 830.91 LIVE LinStatic -0.525 3.229E-03 7.409E-20 0.00 -2.650E-17 5 0.00 DSTL1 Combination -0.101 9.441E-03 9.714E-19 0.00 5.236E-17 5 115.70 DSTL1 Combination -0.096 7.819E-03 7.727E-19 0.00 -4.853E-17 5 115.70 DSTL1 Combination -0.050 5.154E-03 6.155E-19 0.00 7.365E-17 5 415.45 DSTL1 Combination -0.037 9.499E-04 1.006E-19 0.00 -3.367E-17 5 830.91 DSTL1 Combination -0.019 -4.877E-03 -6.131E-19 0.00 7.279E-17 5 0.00 DSTL2 Combination -0.620 0.030 2.876E-18 0.00 1.626E-16 5 115.70 DSTL2 Combination -0.615 0.028 2.678E-18 0.00 -1.587E-16 5 115.70 DSTL2 Combination -0.575 8.383E-03 6.896E-19 0.00 1.001E-16 5 415.45 DSTL2 Combination -0.562 4.179E-03 1.747E-19 0.00 -2.938E-17 5 830.91 DSTL2 Combination -0.544 -1.648E-03 -5.390E-19 0.00 4.629E-17 6 0.00 DEAD LinStatic -0.012 -0.010 1.278E-20 0.00 2.832E-18 6 443.29 DEAD LinStatic -0.012 0.010 1.278E-20 0.00 -2.832E-18 6 0.00 LIVE LinStatic 0.018 6.072E-18 2.303E-20 0.00 5.104E-18 6 443.29 LIVE LinStatic 0.018 6.072E-18 2.303E-20 0.00 -5.104E-18 6 0.00 DSTL1 Combination -0.012 -0.010 1.278E-20 0.00 2.832E-18 6 443.29 DSTL1 Combination -0.012 0.010 1.278E-20 0.00 -2.832E-18 6 0.00 DSTL2 Combination 6.814E-03 -0.010 3.581E-20 0.00 7.936E-18 6 443.29 DSTL2 Combination 6.814E-03 0.010 3.581E-20 0.00 -7.936E-18 7 0.00 DEAD LinStatic 1.472E-20 -2.086E-18 -0.034 0.00 -8.49 7 375.00 DEAD LinStatic 1.472E-20 -1.046E-18 -0.017 0.00 1.06 7 750.00 DEAD LinStatic 1.472E-20 0.000 -5.551E-17 0.00 4.24 7 750.00 DEAD LinStatic 1.472E-20 0.000 -5.551E-17 0.00 4.24 7 1125.00 DEAD LinStatic 1.472E-20 1.032E-18 0.017 0.00 1.06 7 1500.00 DEAD LinStatic 1.472E-20 2.071E-18 0.034 0.00 -8.49 7 0.00 LIVE LinStatic 3.184E-19 -6.127E-17 -1.000 0.00 -375.00 7 375.00 LIVE LinStatic 3.184E-19 -6.127E-17 -1.000 0.00 1.705E-13 7 750.00 LIVE LinStatic 3.184E-19 -6.127E-17 -1.000 0.00 375.00 7 750.00 LIVE LinStatic 3.184E-19 6.120E-17 1.000 0.00 375.00 7 1125.00 LIVE LinStatic 3.184E-19 6.120E-17 1.000 0.00 5.684E-14 7 1500.00 LIVE LinStatic 3.184E-19 6.120E-17 1.000 0.00 -375.00 7 0.00 DSTL1 Combination 1.472E-20 -2.086E-18 -0.034 0.00 -8.49 7 375.00 DSTL1 Combination 1.472E-20 -1.046E-18 -0.017 0.00 1.06 7 750.00 DSTL1 Combination 1.472E-20 0.000 -5.551E-17 0.00 4.24 7 750.00 DSTL1 Combination 1.472E-20 0.000 -5.551E-17 0.00 4.24 7 1125.00 DSTL1 Combination 1.472E-20 1.032E-18 0.017 0.00 1.06 7 1500.00 DSTL1 Combination 1.472E-20 2.071E-18 0.034 0.00 -8.49 7 0.00 DSTL2 Combination 3.331E-19 -6.335E-17 -1.034 0.00 -383.49 7 375.00 DSTL2 Combination 3.331E-19 -6.231E-17 -1.017 0.00 1.06


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mm KN KN KN KN-mm KN-mm 7 750.00 DSTL2 Combination 3.331E-19 -6.127E-17 -1.000 0.00 379.24 7 750.00 DSTL2 Combination 3.331E-19 6.119E-17 1.000 0.00 379.24 7 1125.00 DSTL2 Combination 3.331E-19 6.223E-17 1.017 0.00 1.06 7 1500.00 DSTL2 Combination 3.331E-19 6.327E-17 1.034 0.00 -383.49 8 0.00 DEAD LinStatic 1.562E-19 0.034 4.161E-18 0.00 1.042E-15 8 500.00 DEAD LinStatic 1.562E-19 0.011 1.390E-18 0.00 -3.453E-16 8 1000.00 DEAD LinStatic 1.562E-19 -0.011 -1.382E-18 0.00 -3.473E-16 8 1500.00 DEAD LinStatic 1.562E-19 -0.034 -4.153E-18 0.00 1.036E-15 8 0.00 LIVE LinStatic 2.822E-19 5.421E-20 0.000 0.00 -2.602E-18 8 500.00 LIVE LinStatic 2.822E-19 5.421E-20 0.000 0.00 -9.080E-19 8 1000.00 LIVE LinStatic 2.822E-19 5.421E-20 0.000 0.00 7.860E-19 8 1500.00 LIVE LinStatic 2.822E-19 5.421E-20 0.000 0.00 2.480E-18 8 0.00 DSTL1 Combination 1.562E-19 0.034 4.161E-18 0.00 1.042E-15 8 500.00 DSTL1 Combination 1.562E-19 0.011 1.390E-18 0.00 -3.453E-16 8 1000.00 DSTL1 Combination 1.562E-19 -0.011 -1.382E-18 0.00 -3.473E-16 8 1500.00 DSTL1 Combination 1.562E-19 -0.034 -4.153E-18 0.00 1.036E-15 8 0.00 DSTL2 Combination 4.385E-19 0.034 4.158E-18 0.00 1.040E-15 8 500.00 DSTL2 Combination 4.385E-19 0.011 1.386E-18 0.00 -3.462E-16 8 1000.00 DSTL2 Combination 4.385E-19 -0.011 -1.385E-18 0.00 -3.465E-16 8 1500.00 DSTL2 Combination 4.385E-19 -0.034 -4.156E-18 0.00 1.039E-15 9 0.00 DEAD LinStatic 1.562E-19 -0.034 0.000 0.00 2.602E-18 9 500.00 DEAD LinStatic 1.562E-19 -0.011 0.000 0.00 9.080E-19 9 1000.00 DEAD LinStatic 1.562E-19 0.011 0.000 0.00 -7.860E-19 9 1500.00 DEAD LinStatic 1.562E-19 0.034 0.000 0.00 -2.480E-18 9 0.00 LIVE LinStatic 2.822E-19 -5.421E-20 1.059E-20 0.00 7.806E-18 9 500.00 LIVE LinStatic 2.822E-19 -5.421E-20 1.059E-20 0.00 2.512E-18 9 1000.00 LIVE LinStatic 2.822E-19 -5.421E-20 1.059E-20 0.00 -2.782E-18 9 1500.00 LIVE LinStatic 2.822E-19 -5.421E-20 1.059E-20 0.00 -8.076E-18 9 0.00 DSTL1 Combination 1.562E-19 -0.034 0.000 0.00 2.602E-18 9 500.00 DSTL1 Combination 1.562E-19 -0.011 0.000 0.00 9.080E-19 9 1000.00 DSTL1 Combination 1.562E-19 0.011 0.000 0.00 -7.860E-19 9 1500.00 DSTL1 Combination 1.562E-19 0.034 0.000 0.00 -2.480E-18 9 0.00 DSTL2 Combination 4.385E-19 -0.034 1.398E-20 0.00 1.041E-17 9 500.00 DSTL2 Combination 4.385E-19 -0.011 1.398E-20 0.00 3.420E-18 9 1000.00 DSTL2 Combination 4.385E-19 0.011 1.398E-20 0.00 -3.568E-18 9 1500.00 DSTL2 Combination 4.385E-19 0.034 1.398E-20 0.00 -1.056E-17

Table: Element Forces - Frames, Part 2 of 2

Table: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase M3 FrameElem ElemStation

mm KN-mm mm 1 0.00 DEAD 0.51 1-1 0.00 1 115.70 DEAD -0.48 1-1 115.70 1 115.70 DEAD 0.65 1-2 0.00 1 415.45 DEAD -0.27 1-2 299.76 1 830.91 DEAD 0.55 1-2 715.21 1 0.00 LIVE 1.20 1-1 0.00 1 115.70 LIVE -1.20 1-1 115.70 1 115.70 LIVE 1.15 1-2 0.00 1 415.45 LIVE 0.19 1-2 299.76 1 830.91 LIVE -1.15 1-2 715.21 1 0.00 DSTL1 0.51 1-1 0.00 1 115.70 DSTL1 -0.48 1-1 115.70


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mm KN-mm mm 1 115.70 DSTL1 0.65 1-2 0.00 1 415.45 DSTL1 -0.27 1-2 299.76 1 830.91 DSTL1 0.55 1-2 715.21 1 0.00 DSTL2 1.71 1-1 0.00 1 115.70 DSTL2 -1.68 1-1 115.70 1 115.70 DSTL2 1.80 1-2 0.00 1 415.45 DSTL2 -8.068E-02 1-2 299.76 1 830.91 DSTL2 -0.61 1-2 715.21 2 0.00 DEAD -0.51 2-1 0.00 2 115.70 DEAD 0.48 2-1 115.70 2 115.70 DEAD -0.65 2-2 0.00 2 415.45 DEAD 0.27 2-2 299.76 2 830.91 DEAD -0.55 2-2 715.21 2 0.00 LIVE -1.20 2-1 0.00 2 115.70 LIVE 1.20 2-1 115.70 2 115.70 LIVE -1.15 2-2 0.00 2 415.45 LIVE -0.19 2-2 299.76 2 830.91 LIVE 1.15 2-2 715.21 2 0.00 DSTL1 -0.51 2-1 0.00 2 115.70 DSTL1 0.48 2-1 115.70 2 115.70 DSTL1 -0.65 2-2 0.00 2 415.45 DSTL1 0.27 2-2 299.76 2 830.91 DSTL1 -0.55 2-2 715.21 2 0.00 DSTL2 -1.71 2-1 0.00 2 115.70 DSTL2 1.68 2-1 115.70 2 115.70 DSTL2 -1.80 2-2 0.00 2 415.45 DSTL2 8.068E-02 2-2 299.76 2 830.91 DSTL2 0.61 2-2 715.21 3 0.00 DEAD 0.74 3-1 0.00 3 443.29 DEAD 0.74 3-1 443.29 3 0.00 LIVE -1.332E-15 3-1 0.00 3 443.29 LIVE 1.359E-15 3-1 443.29 3 0.00 DSTL1 0.74 3-1 0.00 3 443.29 DSTL1 0.74 3-1 443.29 3 0.00 DSTL2 0.74 3-1 0.00 3 443.29 DSTL2 0.74 3-1 443.29 4 0.00 DEAD -0.51 4-1 0.00 4 115.70 DEAD 0.48 4-1 115.70 4 115.70 DEAD -0.65 4-2 0.00 4 415.45 DEAD 0.27 4-2 299.76 4 830.91 DEAD -0.55 4-2 715.21 4 0.00 LIVE -1.20 4-1 0.00 4 115.70 LIVE 1.20 4-1 115.70 4 115.70 LIVE -1.15 4-2 0.00 4 415.45 LIVE -0.19 4-2 299.76 4 830.91 LIVE 1.15 4-2 715.21 4 0.00 DSTL1 -0.51 4-1 0.00 4 115.70 DSTL1 0.48 4-1 115.70 4 115.70 DSTL1 -0.65 4-2 0.00 4 415.45 DSTL1 0.27 4-2 299.76 4 830.91 DSTL1 -0.55 4-2 715.21 4 0.00 DSTL2 -1.71 4-1 0.00 4 115.70 DSTL2 1.68 4-1 115.70 4 115.70 DSTL2 -1.80 4-2 0.00 4 415.45 DSTL2 8.068E-02 4-2 299.76


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mm KN-mm mm 4 830.91 DSTL2 0.61 4-2 715.21 5 0.00 DEAD 0.51 5-1 0.00 5 115.70 DEAD -0.48 5-1 115.70 5 115.70 DEAD 0.65 5-2 0.00 5 415.45 DEAD -0.27 5-2 299.76 5 830.91 DEAD 0.55 5-2 715.21 5 0.00 LIVE 1.20 5-1 0.00 5 115.70 LIVE -1.20 5-1 115.70 5 115.70 LIVE 1.15 5-2 0.00 5 415.45 LIVE 0.19 5-2 299.76 5 830.91 LIVE -1.15 5-2 715.21 5 0.00 DSTL1 0.51 5-1 0.00 5 115.70 DSTL1 -0.48 5-1 115.70 5 115.70 DSTL1 0.65 5-2 0.00 5 415.45 DSTL1 -0.27 5-2 299.76 5 830.91 DSTL1 0.55 5-2 715.21 5 0.00 DSTL2 1.71 5-1 0.00 5 115.70 DSTL2 -1.68 5-1 115.70 5 115.70 DSTL2 1.80 5-2 0.00 5 415.45 DSTL2 -8.068E-02 5-2 299.76 5 830.91 DSTL2 -0.61 5-2 715.21 6 0.00 DEAD -0.74 6-1 0.00 6 443.29 DEAD -0.74 6-1 443.29 6 0.00 LIVE 1.332E-15 6-1 0.00 6 443.29 LIVE -1.359E-15 6-1 443.29 6 0.00 DSTL1 -0.74 6-1 0.00 6 443.29 DSTL1 -0.74 6-1 443.29 6 0.00 DSTL2 -0.74 6-1 0.00 6 443.29 DSTL2 -0.74 6-1 443.29 7 0.00 DEAD -5.249E-16 7-1 0.00 7 375.00 DEAD 6.230E-17 7-1 375.00 7 750.00 DEAD 2.598E-16 7-1 750.00 7 750.00 DEAD 2.598E-16 7-1 750.00 7 1125.00 DEAD 6.761E-17 7-1 1125.00 7 1500.00 DEAD -5.143E-16 7-1 1500.00 7 0.00 LIVE -2.299E-14 7-1 0.00 7 375.00 LIVE -1.296E-17 7-1 375.00 7 750.00 LIVE 2.296E-14 7-1 750.00 7 750.00 LIVE 2.296E-14 7-1 750.00 7 1125.00 LIVE 1.296E-17 7-1 1125.00 7 1500.00 LIVE -2.294E-14 7-1 1500.00 7 0.00 DSTL1 -5.249E-16 7-1 0.00 7 375.00 DSTL1 6.230E-17 7-1 375.00 7 750.00 DSTL1 2.598E-16 7-1 750.00 7 750.00 DSTL1 2.598E-16 7-1 750.00 7 1125.00 DSTL1 6.761E-17 7-1 1125.00 7 1500.00 DSTL1 -5.143E-16 7-1 1500.00 7 0.00 DSTL2 -2.351E-14 7-1 0.00 7 375.00 DSTL2 4.934E-17 7-1 375.00 7 750.00 DSTL2 2.322E-14 7-1 750.00 7 750.00 DSTL2 2.322E-14 7-1 750.00 7 1125.00 DSTL2 8.056E-17 7-1 1125.00 7 1500.00 DSTL2 -2.345E-14 7-1 1500.00 8 0.00 DEAD 8.49 8-1 0.00 8 500.00 DEAD -2.83 8-1 500.00


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mm KN-mm mm 8 1000.00 DEAD -2.83 8-1 1000.00 8 1500.00 DEAD 8.49 8-1 1500.00 8 0.00 LIVE 5.551E-17 8-1 0.00 8 500.00 LIVE 2.841E-17 8-1 500.00 8 1000.00 LIVE 1.301E-18 8-1 1000.00 8 1500.00 LIVE -2.580E-17 8-1 1500.00 8 0.00 DSTL1 8.49 8-1 0.00 8 500.00 DSTL1 -2.83 8-1 500.00 8 1000.00 DSTL1 -2.83 8-1 1000.00 8 1500.00 DSTL1 8.49 8-1 1500.00 8 0.00 DSTL2 8.49 8-1 0.00 8 500.00 DSTL2 -2.83 8-1 500.00 8 1000.00 DSTL2 -2.83 8-1 1000.00 8 1500.00 DSTL2 8.49 8-1 1500.00 9 0.00 DEAD -8.49 9-1 0.00 9 500.00 DEAD 2.83 9-1 500.00 9 1000.00 DEAD 2.83 9-1 1000.00 9 1500.00 DEAD -8.49 9-1 1500.00 9 0.00 LIVE -5.551E-17 9-1 0.00 9 500.00 LIVE -2.841E-17 9-1 500.00 9 1000.00 LIVE -1.301E-18 9-1 1000.00 9 1500.00 LIVE 2.580E-17 9-1 1500.00 9 0.00 DSTL1 -8.49 9-1 0.00 9 500.00 DSTL1 2.83 9-1 500.00 9 1000.00 DSTL1 2.83 9-1 1000.00 9 1500.00 DSTL1 -8.49 9-1 1500.00 9 0.00 DSTL2 -8.49 9-1 0.00 9 500.00 DSTL2 2.83 9-1 500.00 9 1000.00 DSTL2 2.83 9-1 1000.00 9 1500.00 DSTL2 -8.49 9-1 1500.00

Table: Frame Loads - Point, Part 1 of 2

Table: Frame Loads - Point, Part 1 of 2 Frame LoadPat CoordSys Type Dir DistType RelDist

7 Pipe Load GLOBAL Force Gravity RelDist 0.5000

Table: Frame Loads - Point, Part 2 of 2

Table: Frame Loads - Point, Part 2 of 2 Frame LoadPat AbsDist Force GUID

mm KN 7 Pipe Load 750.00 2.000

Table: Frame Section Assignments

Table: Frame Section Assignments Frame SectionType AutoSelect AnalSect DesignSect MatProp

1 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default 2 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default


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Table: Frame Section Assignments Frame SectionType AutoSelect AnalSect DesignSect MatProp

3 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default 4 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default 5 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default 6 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default 7 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default 8 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default 9 Channel N.A. C-75X40X4X4 C-75X40X4X4 Default

Table: Joint Coordinates, Part 1 of 2

Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX

mm mm mm mm 1 GLOBAL Cartesian 0.00 -257.50 0.00 No 0.00 2 GLOBAL Cartesian 0.00 0.00 790.00 No 0.00 3 GLOBAL Cartesian 0.00 257.50 0.00 No 0.00 4 GLOBAL Cartesian 0.00 -221.65 110.00 No 0.00 5 GLOBAL Cartesian 0.00 221.65 110.00 No 0.00 6 GLOBAL Cartesian 1500.00 -257.50 0.00 No 1500.00 7 GLOBAL Cartesian 1500.00 0.00 790.00 No 1500.00 8 GLOBAL Cartesian 1500.00 257.50 0.00 No 1500.00 9 GLOBAL Cartesian 1500.00 -221.65 110.00 No 1500.00

10 GLOBAL Cartesian 1500.00 221.65 110.00 No 1500.00

Table: Joint Coordinates, Part 2 of 2

Table: Joint Coordinates, Part 2 of 2 Joint GlobalY GlobalZ GUID

mm mm 1 -257.50 0.00 2 0.00 790.00 3 257.50 0.00 4 -221.65 110.00 5 221.65 110.00 6 -257.50 0.00 7 0.00 790.00 8 257.50 0.00 9 -221.65 110.00

10 221.65 110.00

Table: Joint Reactions

Table: Joint Reactions Joint OutputCase CaseType F1 F2 F3 M1 M2 M3

KN KN KN KN-mm KN-mm KN-mm 1 DEAD LinStatic -1.848E-19 0.022 0.099 0.00 0.00 0.00 1 LIVE LinStatic -6.266E-19 0.141 0.500 0.00 0.00 0.00 1 DSTL1 Combination -1.848E-19 0.022 0.099 0.00 0.00 0.00 1 DSTL2 Combination -8.114E-19 0.163 0.599 0.00 0.00 0.00 3 DEAD LinStatic -1.424E-19 -0.022 0.099 0.00 0.00 0.00 3 LIVE LinStatic -2.563E-19 -0.141 0.500 0.00 0.00 0.00 3 DSTL1 Combination -1.424E-19 -0.022 0.099 0.00 0.00 0.00


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Table: Joint Reactions Joint OutputCase CaseType F1 F2 F3 M1 M2 M3

KN KN KN KN-mm KN-mm KN-mm 3 DSTL2 Combination -3.987E-19 -0.163 0.599 0.00 0.00 0.00 6 DEAD LinStatic 1.424E-19 0.022 0.099 0.00 0.00 0.00 6 LIVE LinStatic 2.563E-19 0.141 0.500 0.00 0.00 0.00 6 DSTL1 Combination 1.424E-19 0.022 0.099 0.00 0.00 0.00 6 DSTL2 Combination 3.987E-19 0.163 0.599 0.00 0.00 0.00 8 DEAD LinStatic 1.848E-19 -0.022 0.099 0.00 0.00 0.00 8 LIVE LinStatic 6.266E-19 -0.141 0.500 0.00 0.00 0.00 8 DSTL1 Combination 1.848E-19 -0.022 0.099 0.00 0.00 0.00 8 DSTL2 Combination 8.114E-19 -0.163 0.599 0.00 0.00 0.00

Table: Load Case Definitions, Part 1 of 2

Table: Load Case Definitions, Part 1 of 2 Case Type InitialCond ModalCase BaseCase DesTypeOpt DesignType AutoType

DEAD LinStatic Zero Prog Det DEAD None LIVE LinStatic Zero Prog Det LIVE None

Table: Load Case Definitions, Part 2 of 2

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

DEAD Yes Finished LIVE Yes Finished

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

Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 1 of 8 Frame DesignSect DesignType Status Combo Location P

mm KN 1 C-75X40X4X4 Brace No Messages DSTL2 0.00 -0.620 2 C-75X40X4X4 Brace No Messages DSTL2 0.00 -0.620 3 C-75X40X4X4 Beam No Messages DSTL1 443.29 -0.012 4 C-75X40X4X4 Brace No Messages DSTL2 0.00 -0.620 5 C-75X40X4X4 Brace No Messages DSTL2 0.00 -0.620 6 C-75X40X4X4 Beam No Messages DSTL1 443.29 -0.012 7 C-75X40X4X4 Beam No Messages DSTL2 1500.00 3.331E-19 8 C-75X40X4X4 Beam No Messages DSTL1 1500.00 1.562E-19 9 C-75X40X4X4 Beam No Messages DSTL1 1500.00 1.562E-19


Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 2 of 8 Frame MMajor MMinor VMajor VMinor T Equation TotalRatio

KN-mm KN-mm KN KN KN-mm 1 1.71 1.626E-16 0.030 2.876E-18 0.00 (H1-3) 0.009671 2 -1.71 -2.306E-17 -0.030 -3.987E-19 0.00 (H1-3) 0.009671 3 0.74 9.360E-17 -0.010 -1.241E-18 0.00 (H1-3) 0.000487 4 -1.71 -2.306E-17 -0.030 -3.987E-19 0.00 (H1-3) 0.009671 5 1.71 1.626E-16 0.030 2.876E-18 0.00 (H1-3) 0.009671


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Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 2 of 8 Frame MMajor MMinor VMajor VMinor T Equation TotalRatio

KN-mm KN-mm KN KN KN-mm 6 -0.74 -2.832E-18 0.010 1.278E-20 0.00 (H1-3) 0.000487 7 -2.345E-14 -383.49 6.327E-17 1.034 0.00 (BENDING) 0.804451 8 8.49 1.036E-15 -0.034 -4.153E-18 0.00 (BENDING) 0.005366 9 -8.49 -2.480E-18 0.034 0.000 0.00 (BENDING) 0.005366


Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 3 of 8 Frame PRatio MMajRatio MMinRatio SRLimit PDsgn ffa Fa

KN KN/mm2 KN/mm2 1 0.008816 0.000855 0.000000 0.950000 -0.620 0.001054 0.119550 2 0.008816 0.000855 0.000000 0.950000 -0.620 0.001054 0.119550 3 0.000151 0.000337 0.000000 0.950000 -0.012 0.000020 0.130293 4 0.008816 0.000855 0.000000 0.950000 -0.620 0.001054 0.119550 5 0.008816 0.000855 0.000000 0.950000 -0.620 0.001054 0.119550 6 0.000151 0.000337 0.000000 0.950000 -0.012 0.000020 0.130293 7 0.000000 0.000000 0.804451 0.950000 3.331E-19 0.000000 0.069848 8 0.000000 0.005366 0.000000 0.950000 1.562E-19 0.000000 0.069848 9 0.000000 0.005366 0.000000 0.950000 1.562E-19 0.000000 0.069848


Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 4 of 8 Frame Ft MMajDsgn ffbMajor FbMajor FeMajor CmMajor XKMajor

KN/mm2 KN-mm KN/mm2 KN/mm2 KN/mm2 1 0.148927 1.71 0.000127 0.148927 1.725128 0.850000 1.000000 2 0.148927 -1.71 0.000127 0.148927 1.725128 0.850000 1.000000 3 0.148927 0.74 0.000055 0.163819 4.490676 1.000000 1.000000 4 0.148927 -1.71 0.000127 0.148927 1.725128 0.850000 1.000000 5 0.148927 1.71 0.000127 0.148927 1.725128 0.850000 1.000000 6 0.148927 -0.74 0.000055 0.163819 4.490676 1.000000 1.000000 7 0.148927 -2.345E-14 1.745E-18 0.117671 0.392200 1.000000 1.000000 8 0.148927 8.49 0.000631 0.117671 0.392200 1.000000 1.000000 9 0.148927 -8.49 0.000631 0.117671 0.392200 1.000000 1.000000


Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 5 of 8 Frame XLMajor Cb MMinDsgn ffbMinor FbMinor FeMinor CmMinor

KN-mm KN/mm2 KN/mm2 KN/mm2 1 0.860759 1.000000 1.626E-16 5.079E-20 0.148927 0.309039 1.000000 2 0.860759 1.000000 -2.306E-17 0.000000 0.148927 0.309039 1.000000 3 1.000000 1.000000 9.360E-17 2.924E-20 0.148927 0.804459 1.000000 4 0.860759 1.000000 -2.306E-17 0.000000 0.148927 0.309039 1.000000 5 0.860759 1.000000 1.626E-16 5.079E-20 0.148927 0.309039 1.000000 6 1.000000 1.000000 -2.832E-18 0.000000 0.148927 0.804459 1.000000 7 1.000000 1.000000 -383.49 0.119804 0.148927 0.070259 1.000000 8 1.000000 1.000000 1.036E-15 3.238E-19 0.148927 0.070259 1.000000 9 1.000000 1.000000 -2.480E-18 0.000000 0.148927 0.070259 1.000000


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Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 6 of 8 Table: Steel Design 2 - PMM Details - AISC-ASD01, Part 6 of 8

Frame XKMinor XLMinor Fy E Length MajAxisAng RLLF KN/mm2 KN/mm2 mm Degrees

1 1.000000 0.860759 0.24821 199.94798 830.91 1.000000 2 1.000000 0.860759 0.24821 199.94798 830.91 1.000000 3 1.000000 1.000000 0.24821 199.94798 443.29 1.000000 4 1.000000 0.860759 0.24821 199.94798 830.91 1.000000 5 1.000000 0.860759 0.24821 199.94798 830.91 1.000000 6 1.000000 1.000000 0.24821 199.94798 443.29 1.000000 7 1.000000 1.000000 0.24821 199.94798 1500.00 1.000000 8 1.000000 1.000000 0.24821 199.94798 1500.00 1.000000 9 1.000000 1.000000 0.24821 199.94798 1500.00 1.000000


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

1 Compact Moment Resisting

Frame 3.000000 No Messages

2 Compact Moment Resisting Frame

3.000000 No Messages

















Frame WarnMsg 1 No Messages 2 No Messages 3 No Messages 4 No Messages 5 No Messages 6 No Messages 7 No Messages 8 No Messages 9 No Messages


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4.0 CONCLUSION / RECOMMENDATIONS

• Allowable Safe Pipe Load for Support N:

2 / 1.2 = 1.67 KN

• Welding thickness = 3mm

Annexure - A

Annexure - 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

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

11/13/12 18:02:22

0.00 0.50 0.70 0.90 1.00

SAP2000


11/13/12 17:41:26

Pipe Support-AA Design Calculations

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Transcript of Pipe Support-AA Design Calculations