Stress

National Engineering and Technical Company Limited

FACILITY:

EKU EA WELLHEAD PLATFORM

PROJECT TITLE:

PIGGING FACILITIES UPGRADE PROJECT PHASE 5

DOCUMENT TITLE:

PIPE STRESS CALCULATION REPORT FOR STRESS SYSTEM EKU EA PIG LAUNCHER

DOCUMENT NUMBER : NGEA-NT-LRSTS-0030215

Country Code Facility/Plant

Code Originating

Organization Discipline CodeDocument

Type Document Sub

Type Code Component

location Code Sequential Doc.

Number

NG EA NT L R STS 00 30215

O 16 Sept 09 Issued for Construction TJM JAA OPO CCU EA

Rev. Date Description By Checked QA Checked

PM Approval

Client Approval

This document contains information, which is for company use only. This information is to be held in Confidence. Disclosure, reproduction, or other use of this document is prohibited without the prior written consent of MPN

PIGGING FACILITIES UPGRADE PROJECT PHASE 5 PIPE STRESS CALCULATION REPORT

NGEA-NT-LRSTS-0030215 REV O 2

TABLE OF CONTENTS PAGE

1.0 INTRODUCTION 3

1.1 OVERVIEW OF THE PLATFORM AND PIPLINE FACILITY 3 1.2 PIPING STRESS SCOPE OF WORK 4

2.0 OBJECTIVE 5 3.0 CONCLUSION 5 4.0 REFERENCES (GP) & CODE COMPLIANCES (ASME31.3 / 31.8) 5

4.1 INTERNATIONAL CODES 5 4.2 PROJECT DOCUMENTS 6

5.0 DESIGN INPUTS 8 5.1 PIPE DATA 8 5.2 PIPING MATERIAL PROPERTIES 8 5.3 FLANGE LEAKAGE ASSESSSMENT 21

6.0 OVERALL PIPING NETWORK 22 6.1 SUPPORT LOADINGS/RESTRAINTS REPORTS 22

7.0 STRESS CALCULATION 22 7.1 RESTRAINT SUMMARY REPORT 36

7.2 RESTRAINTS SUMMARY ON PIPE SUPPORT 46 7.3 FLANGE LEAKAGE CALCULATION 48 8.0 GLOBAL FORCES ELEMENT 50

ATTACHMENT

PIPING STRESS ISOMETRICS SHT 1 of 2 PIPING STRESS ISOMETRICS SHT 2 of 2



1.0 INTRODUCTION

1.1 OVERVIEW OF THE PLATFORM AND PIPLINE FACILITY

Mobil Producing Nigeria Unlimited (MPN) desires to upgrade the Eku EA and UNAM CB Wellhead Platforms. The intent of the upgrade is to bring the pipelines into compliance with the requirements of the MPN Pipeline Integrity Management System by installing pigging facilities capable of launching and retrieving intelligent pig tools at the platforms. A pig launcher is installed at Eku EA and a pig receiver at Unam CB platform.

The general project scope is as detailed below:

Review the project scope of work and conceptual engineering conducted to date as related in the Project Design Basis (PDBs).

As-build affected drawings and information relating to the project. Produce new documents (analysis reports, studies, demolition and

modification drawings, data sheets, specifications, etc.) as required to complete the FEED/Detailed engineering work and produce the IFC package.

Develop the Project Design Basis (PDB) Addendum/Supplement for the pipelines. This document shall be created by updating information from the PDBs to reflect changes and additional detail made during FEED/Detailed Engineering.

Update all existing drawings affected by the modifications and produce new drawings as required

Develop Equipment procurement specifications for long lead and specialty items. This will include complete procurement specifications, not just data sheets).

Address interfaces between this project and other applicable projects. Prepare Construction Scope of Work. Produce a complete design package.



1.2 PIPING STRESS SCOPE OF WORK

The Piping Thermal flexibility analysis scope of work is to examine the compliance of piping systems from the pig receiver to Tie-In Point 64201-01 on Unam CB platform. The analysis was performed as required by ASME B31.3 / B31.8 on the following lines:

18 LN 642 0002 E8E 12 LN 642 0001 E1E 8 LN 527 0001 E1E.



2.0 OBJECTIVE

The stress analysis examines the compliance of piping systems to the requirements of ASME B31.3 / B31.8 Process Piping / Pipeline codes, for metallic pipes. Only lines NPS 12 and larger in accordance with GP 03-01-01 and GP 03-07-01 were considered.

3.0 CONCLUSION

The stress analysis examines the compliance of piping systems for the pig receiver at Unam CB platform to the requirements of ASME B31.3 / B31.8 Process Piping / Pipeline codes, for metallic pipes. Only lines NPS 12 and larger in accordance with GP 03-01-01 and GP 03-07-01 were considered. However, Kicker Line ( 8 NPS ) has been considered.

Piping displacement values as shown in the static analysis output are

consistent and compatible with the analysis input data.

All calculated stress values on piping elements are within the allowable stresses of ASME code B31.3 / B31.8 for metallic pipes, which is 47720/20,000 X 100%=23.9% @ Node 460 Loadcase of the allowable (Page 23).

Flange leakage calculation result satisfy the code requirement of ASME

B31.3/B31.8. (Page 48 - 50)

Resultant Allowable Bending moment on 18 900LB RF, A105 Flanges according to ASME B16.5 Flanges; Ref- ASME III is 85737.63lb, i. e, ratio of Caesar II Ver. 5.10 out to allowable is 20315.311/85737.63 X 100% = 23.7% (Pages 48-50)

4.0 REFERENCES (GP) & CODE COMPLIANCES (ASME31.3/8)

The principles governing how pipe stress analysis should be carried out from the GPs is situated in GP 03-01-01 and GP 03-07-01 as applicable.

4.1 INTERNATIONAL CODES AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B16.5: Pipe Flanges and Flanged Fittings ASME B16.7: Large Diameter Steel Flanges (NPS 26 through NPS 60)



ASME B31.3 Process Piping PD 5500: Unfired Fusion Welded Pressure Vessels AMERICAN PETROLEUM INSTITUTE (API)

API RP 14C: Recommended Practice for Analysis, Design, Installation

and Testing of Basic Surface Safety Systems for Offshore Production Platform

API RP 521: Guide for Pressure Relieving and Depressurizing Systems API STD 590: Steel Line Blanks

Welding and Research Council (WRC)

WRC-107: Local Stresses in Spherical and Cylindrical Shells due to External Load.

Classification Notes DNV RP-C203: Fatigue Strength Analysis for Mobile Offshore Units 4.2 PROJECT DOCUMENTS The following project documents were considered Process Line List Process Simulation report Process basis of Design

Section Global Practice Requirements

GP 03-01-01 and GP 03-07-01

Action Taken

Comments

3.4 General: 1) Weight of pipe, components & fluid 2) External loads like wind, snow etc 3) Loads due to slug flow or pressure surges

Considered

Not considered

Not considered

This is reflected from the given load cases and the results generated by Caesar.



4) Thermal expansion, contraction or settlement of end connections at Equipment. 5) Loads on connected equipment, support points etc

Considered

Considered

3.4.1 Piping Expansion Stresses: 1)Temp (Design/Operating) 2) Possible upset temp (max/min) etc.

Considered

Considered

As stated in Section 3.4.1of GP 07-07-01; the Design temperature shall be the greatest temperature differential of design between ambient and installation temperature regardless of pressure. This temperature, assumed to be the highest among those listed in section 3.4.1 when compared to the design minimum temperature (DMT) gives the highest differential temperature of 20F which forms the basis of this analysis.

3.4.2 Use of bellows-type expansion joints

Not Applicable

3.4.3 Connection to rotating equipment

Not Considered

3.4.4 Computerized Analysis Considered Caesar II version 5.10

3.4.5 3.4.8 Loads on rotating equipment, fixed equipment and the Liberal equation/ additional analysis

Not Applicable



5.0 DESIGN INPUTS 5.1 PIPE DATA: NOMINAL PIPE SIZES 18, 12 & 8

COMPONENT DIM (LENGTH)

in inches WEIGHT 18" 900# RTJ WN FLANGE 9 1/2" 695.16lb 12" 900# RTJ WN FLANGE 8 3/16" 362.35 lb 10" 900# RTJ WN FLANGE 7 9/16" 270.7 lb 8" 900# RTJ WN FLANGE 6 11/16"

180.44 lb

18 900# FLGD BALL VALVE,RTJ

481/2" 5979.85


381/8" 2817.46


331/8" 1964.51

10 900# FLGD CHECK VALVE,RTJ

381/8" 2914.61


291/8" 1278.87

5.2 PIPING MATERIAL PROPERTIES OF E1E

Material A 333 Grade 6 Corrosion Allowance 0.118 Density= .2830 lb./cu.in Stresses in accordance with ASME B31.3/B31.8 API 5L X65 E = 29,821,212 lb./sq.in Poission Ratio v = .300



PIPE DATA ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- From 10 To 20 DX= 1.016 ft. PIPE Dia= 22.000 in. Wall= .875 in. Insul= .000 in. Cor= .1181 in. GENERAL T1= 100 F T2= 80 F P1= 220.0000 lb./sq.in. P2= 180.0000 lb./sq.in. Mat= (306)API-5L X65 E= 29,821,212 lb./sq.in. EH1= 29,300,000 lb./sq.in. EH2= 29,433,334 lb./sq.in. EH3= 29,500,000 lb./sq.in. EH4= 29,500,000 lb./sq.in. EH5= 29,500,000 lb./sq.in. EH6= 29,500,000 lb./sq.in. EH7= 29,500,000 lb./sq.in. EH8= 29,500,000 lb./sq.in. EH9= 29,500,000 lb./sq.in. v = .300 Density= .2830 lb./cu.in. Insul= .0000 lb./cu.in. Fluid= .0000000 lb./cu.in. RIGID Weight= 600.00 lb. RESTRAINTS Node 20 ANC Cnode 5020 ALLOWABLE STRESSES B31.8 (2003) Sh1= 65,000 lb./sq.in. Sh2= 65,000 lb./sq.in. Sh3= 65,000 lb./sq.in. Sh4= 65,000 lb./sq.in. Sh5= 65,000 lb./sq.in. Sh6= 65,000 lb./sq.in. Sh7= 65,000 lb./sq.in. Sh8= 65,000 lb./sq.in. Sh9= 65,000 lb./sq.in. Sy= 65,000 lb./sq.in. ----------------------------------------------------------------------------- From 5020 To 30 DX= 1.016 ft. GENERAL Fluid= .3543100 lb./cu.in. RIGID Weight= 600.00 lb. ----------------------------------------------------------------------------- From 30 To 40 DX= 1.000 ft. ----------------------------------------------------------------------------- From 40 To 50 DX= 2.250 ft. ----------------------------------------------------------------------------- From 50 To 60 DX= 6.917 ft. ----------------------------------------------------------------------------- From 60 To 70 DX= 1.667 ft. REDUCER Diam2= 18.000 in. Wall2= .875 in. Angle= 20.00 ----------------------------------------------------------------------------- From 70 To 80 DX= 1.167 ft. PIPE Dia= 18.000 in. Wall= .875 in. Insul= .000 in. ----------------------------------------------------------------------------- From 80 To 90 DX= 2.083 ft. -----------------------------------------------------------------------------



From 90 To 100 DX= .792 ft. RIGID Weight= 695.50 lb. RESTRAINTS Node 100 ANC Cnode 5100 ----------------------------------------------------------------------------- From 100 To 110 DX= 4.063 ft. RIGID Weight= 5,980.00 lb. RESTRAINTS Node 110 ANC Cnode 5110 ----------------------------------------------------------------------------- From 5110 To 120 DX= .792 ft. RIGID Weight= 696.00 lb. ----------------------------------------------------------------------------- From 120 To 130 DX= 3.766 ft. RESTRAINTS Node 130 Y ----------------------------------------------------------------------------- From 130 To 140 DX= 3.750 ft. ----------------------------------------------------------------------------- From 140 To 150 DX= .792 ft. RIGID Weight= 696.00 lb. RESTRAINTS Node 150 ANC Cnode 5150 ----------------------------------------------------------------------------- From 5150 To 160 DX= 4.063 ft. RIGID Weight= 5,980.00 lb. RESTRAINTS Node 160 ANC Cnode 5160 ----------------------------------------------------------------------------- From 5160 To 170 DX= .792 ft. RIGID Weight= 696.00 lb. ----------------------------------------------------------------------------- From 170 To 175 DX= 2.500 ft. RESTRAINTS Node 175 Y Node 175 Z ----------------------------------------------------------------------------- From 175 To 180 DX= 2.885 ft. SIF's & TEE's Node 180 Extruded Tee ----------------------------------------------------------------------------- From 180 To 190 DX= 8.854 ft. RESTRAINTS

Node 190 Y -----------------------------------------------------------------------------



From 190 To 200 DX= 6.083 ft. BEND at "TO" end Radius= 27.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 199 Angle/Node @2= .00 198 ----------------------------------------------------------------------------- From 200 To 210 DZ= 14.729 RESTRAINTS Node 210 Y Node 210 Z ----------------------------------------------------------------------------- From 210 To 212 DZ= 3.000 ft. ----------------------------------------------------------------------------- From 212 To 214 DZ= .792 ft. RIGID Weight= 696.00 lb. RESTRAINTS Node 214 ANC Cnode 5214 ----------------------------------------------------------------------------- From 5214 To 216 DZ= .792 ft. RIGID Weight= 696.00 lb. ----------------------------------------------------------------------------- From 216 To 218 DZ= 12.000 ft. RESTRAINTS Node 218 Y ----------------------------------------------------------------------------- From 218 To 220 DZ= 7.667 ft. BEND at "TO" end

Radius= 27.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 219 Angle/Node @2= .00 221 ----------------------------------------------------------------------------- From 220 To 230 DX= -9.000 ft. BEND at "TO" end Radius= 27.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 229 Angle/Node @2= .00 228 ----------------------------------------------------------------------------- From 230 To 240 DY= -4.500 ft. ----------------------------------------------------------------------------- From 240 To 250 DY= -.792 ft. RIGID Weight= 696.00 lb. RESTRAINTS Node 250 ANC Cnode 5250 ----------------------------------------------------------------------------- From 5250 To 260 DY= -4.063 ft. RIGID Weight= 5,980.00 lb. RESTRAINTS Node 260 ANC Cnode 5260



----------------------------------------------------------------------------- From 5260 To 270 DY= -.792 ft. RIGID Weight= 696.00 lb. ----------------------------------------------------------------------------- From 270 To 280 DY= -2.911 ft. RESTRAINTS

Node 280 X Node 280 Y Node 280 Z

----------------------------------------------------------------------------- From 280 To 290 DY= -2.912 ft. ----------------------------------------------------------------------------- From 290 To 300 DY= -.792 ft. RIGID Weight= 696.00 lb. RESTRAINTS Node 300 ANC Cnode 5300 ----------------------------------------------------------------------------- From 5300 To 310 DY= -.792 ft. RIGID Weight= 696.00 lb. ----------------------------------------------------------------------------- From 310 To 320 DY= -18.000 ft. DISPLACEMENTS

Node 320 DX1= .000 in. DZ1= .000 in. RX1= .000 RY1= .000 RZ1= .000

----------------------------------------------------------------------------- From 180 To 400 DY= 1.052 ft. PIPE Dia= 12.750 in. Wall= .875 in. Insul= .000 in. GENERAL Mat= (177) A333 6 E= 29,500,000 lb./sq.in. EH1= 29,400,000 lb./sq.in.

EH2= 29,466,666 lb./sq.in. EH3= 29,500,000 lb./sq.in. EH4= 29,500,000 lb./sq.in. EH5= 29,500,000 lb./sq.in. EH6= 29,500,000 lb./sq.in. EH7= 29,500,000 lb./sq.in. EH8= 29,500,000 lb./sq.in. EH9= 29,500,000 lb./sq.in. v = .292 Density= .2830 lb./cu.in.

ALLOWABLE STRESSES B31.3 (2006) Sc= 20,000 lb./sq.in. Sh1= 20,000 lb./sq.in. Sh2= 20,000 lb./sq.in. Sh3= 20,000 lb./sq.in. Sh4= 20,000 lb./sq.in. Sh5= 20,000 lb./sq.in. Sh6= 20,000 lb./sq.in. Sh7= 20,000 lb./sq.in. Sh8= 20,000 lb./sq.in. Sh9= 20,000 lb./sq.in. Sy= 35,000 lb./sq.in.

----------------------------------------------------------------------------- From 400 To 410 DY= .432 ft. RIGID Weight= 364.00 lb. RESTRAINTS

Node 410 ANC Cnode 5410 -----------------------------------------------------------------------------



From 5410 To 420 DY= 3.875 ft. RIGID Weight= 364.00 lb. ----------------------------------------------------------------------------- From 420 To 430 DY= .432 ft. ----------------------------------------------------------------------------- From 430 To 440 DY= 4.927 ft. BEND at "TO" end

Radius= 18.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 439 Angle/Node @2= .00 438

----------------------------------------------------------------------------- From 440 To 450 DZ= 4.542 ft. BEND at "TO" end

Radius= 18.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 449 Angle/Node @2= .00 448 ----------------------------------------------------------------------------- From 450 To 460 DX= -12.068 ft. SIF's & TEE's Node 460 Welding Tee ----------------------------------------------------------------------------- From 460 To 470 DX= -.833 ft. REDUCER Diam2= 8.625 in. Wall2= .875 in. Angle= 40.00 ----------------------------------------------------------------------------- From 470 To 480 DX= -.667 ft. PIPE

Dia= 8.625 in. Wall= .875 in. Insul= .000 in. ----------------------------------------------------------------------------- From 480 To 490 DX= -10.875 ft. RESTRAINTS Node 490 X

Node 490 Y Node 490 Z

----------------------------------------------------------------------------- From 490 To 500 DX= -13.833 ft. BEND at "TO" end Radius= 12.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 499 Angle/Node @2= .00 498

----------------------------------------------------------------------------- From 500 To 510 DZ= -4.542 ft. BEND at "TO" end Radius= 12.000 in. (LONG) Bend Angle= 90.000 Angle/Node

@1= 45.00 509 Angle/Node @2= .00 508 ----------------------------------------------------------------------------- From 510 To 520 DY= -3.479 ft. -----------------------------------------------------------------------------

From 520 To 530 DY= -.557 ft. RIGID Weight= 180.00 lb.



RESTRAINTS Node 530 ANC Cnode 5530 ----------------------------------------------------------------------------- From 5530 To 540 DY= -3.875 ft. RIGID Weight= 1,280.00 lb. RESTRAINTS

Node 540 ANC Cnode 5540 ----------------------------------------------------------------------------- From 5540 To 550 DY= -.557 ft. RIGID Weight= 180.00 lb. ----------------------------------------------------------------------------- From 550 To 555 DY= -1.333 ft. RESTRAINTS Node 555 ANC Cnode 5555 ----------------------------------------------------------------------------- From 5555 To 40 DY= -.917 ft. ----------------------------------------------------------------------------- From 460 To 600 DZ= 4.193 ft. PIPE Dia= 10.750 in. Wall= .875 in. Insul= .000 in. BEND at "TO" end Radius= 15.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 599

Angle/Node @2= .00 598 ----------------------------------------------------------------------------- From 600 To 610 DX= 3.271 ft. RESTRAINTS Node 610 Y ----------------------------------------------------------------------------- From 610 To 620 DX= 3.500 ft. ----------------------------------------------------------------------------- From 620 To 630 DX= .630 ft. RIGID Weight= 271.00 lb. RESTRAINTS Node 630 ANC Cnode 5630 ----------------------------------------------------------------------------- From 5630 To 635 DX= 3.177 ft. RIGID Weight= 2,818.00 lb. RESTRAINTS Node 635 ANC Cnode 5635 ----------------------------------------------------------------------------- From 5635 To 640 DX= .630 ft. RIGID Weight= 271.00 lb. ----------------------------------------------------------------------------- From 640 To 650 DX= 6.000 ft. DISPLACEMENTS

Node 650 DY1= .000 in. DZ1= .000 in. RX1= .000 RY1= .000



RZ1= .000 ----------------------------------------------------------------------------- From 70 To 700 DY= -.750 ft. PIPE

Dia= 18.000 in. Wall= .875 in. Insul= .000 in. RIGID Weight= .00 lb. RESTRAINTS Node 700 X Node 700 Y Node 700 Z

----------------------------------------------------------------------------- From 50 To 750 DY= -.917 ft. RESTRAINTS Node 750 Y Node 750 Z MATERIAL Changes: 10 20 Mat= (306)API-5L X65 E= 29,821,212 lb./sq.in. v = .300 Density= .2830 lb./cu.in. 180 400 Mat= (177)A333 6 E= 29,500,000 lb./sq.in. v = .292 Density= .2830 lb./cu.in. JOBNAME: \\192.168.0.13\1192\PIPING\EKU PLATFORM\PHASE 2 C...\SK-18_LN_642_0001 ALLOWABLE STRESS Changes 10 20 B31.8 (2003) Sh1= 65,000 lb./sq.in. Sh2= 65,000 lb./sq.in. Sh3= 65,000 lb./sq.in. Sh4= 65,000 lb./sq.in. Sh5= 65,000 lb./sq.in. Sh6= 65,000 lb./sq.in. Sh7= 65,000 lb./sq.in. Sh8= 65,000 lb./sq.in. Sh9= 65,000 lb./sq.in. Sy= 65,000 lb./sq.in.

180 400 B31.3 (2006) Sc= 20,000 lb./sq.in. Sh1= 20,000 lb./sq.in. Sh2= 20,000 lb./sq.in. Sh3= 20,000 lb./sq.in. Sh4= 20,000 lb./sq.in. Sh5= 20,000 lb./sq.in. Sh6= 20,000 lb./sq.in. Sh7= 20,000 lb./sq.in. Sh8= 20,000 lb./sq.in. Sh9= 20,000 lb./sq.in.



Sy= 35,000 lb./sq.in. BEND ELEMENTS 190 200 Radius= 27.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 199 Angle/Node @2= .00 198 218 220 Radius= 27.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 219 Angle/Node @2= .00 221 220 230 Radius= 27.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 229 Angle/Node @2= .00 228 430 440 Radius= 18.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 439 Angle/Node @2= .00 438 440 450 Radius= 18.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 449 Angle/Node @2= .00 448 490 500 Radius= 12.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 499 Angle/Node @2= .00 498 500 510 Radius= 12.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 509 Angle/Node @2= .00 508 460 600 Radius= 15.000 in. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 599 Angle/Node @2= .00 598 RIGIDS

10 20 RIGID Weight= 600.00 lb. 5020 30 RIGID Weight= 600.00 lb. 90 100 RIGID Weight= 695.50 lb. 100 110 RIGID Weight= 5,980.00 lb. 5110 120 RIGID Weight= 696.00 lb. 140 150 RIGID Weight= 696.00 lb. 5150 160 RIGID Weight= 5,980.00 lb. 5160 170 RIGID Weight= 696.00 lb. 212 214 RIGID Weight= 696.00 lb. 5214 216 RIGID Weight= 696.00 lb. 240 250 RIGID Weight= 696.00 lb. 5250 260 RIGID Weight= 5,980.00 lb. 5260 270 RIGID Weight= 696.00 lb. 290 300 RIGID Weight= 696.00 lb. 5300 310 RIGID Weight= 696.00 lb. 400 410 RIGID Weight= 364.00 lb.



5410 420 RIGID Weight= 364.00 lb. 520 530 RIGID Weight= 180.00 lb. 5530 540 RIGID Weight= 1,280.00 lb. 5540 550 RIGID Weight= 180.00 lb. 620 630 RIGID Weight= 271.00 lb. 5630 635 RIGID Weight= 2,818.00 lb. 5635 640 RIGID Weight= 271.00 lb. 70 700 RIGID Weight= .00 lb. SIF's & TEE's

175 180 Node 180 Extruded Tee 450 460 Node 460 Welding Tee

REDUCERS

60 70 Diam2= 18.000 in. Wall2= .875 in. Angle= 20.00 460 470 Diam2= 8.625 in. Wall2= .875 in. Angle= 40.00

RESTRAINTS Len MU

GAP YIELD Dir NODE TYPE CNODE STIF1 STIF2 FORCE Vectors

-------+-------+------+----------+----------+----------+--------------------- 20 ANC 5020 .000 .000 .000 100 ANC 5100 .000 .000 .000 110 ANC 5110 .000 .000 .000 130 Y .000 1.000 .000 150 ANC 5150 .000 .000 .000 160 ANC 5160 .000 .000 .000 175 Y .000 1.000 .000

175 Z .000 .000 1.000 190 Y .000 1.000 .000 210 Y .000 1.000 .000 210 Z .000 .000 1.000 214 ANC 5214 .000 .000 .000 218 Y .000 1.000 .000 250 ANC 5250 .000 .000 .000 260 ANC 5260 .000 .000 .000 280 X 1.000 .000 .000 280 Y .000 1.000 .000 280 Z .000 .000 1.000 300 ANC 5300 .000 .000 .000 410 ANC 5410 .000 .000 .000 490 X 1.000 .000 .000 490 Y .000 1.000 .000 490 Z .000 .000 1.000



530 ANC 5530 .000 .000 .000 540 ANC 5540 .000 .000 .000 555 ANC 5555 .000 .000 .000 610 Y .000 1.000 .000 630 ANC 5630 .000 .000 .000 635 ANC 5635 .000 .000 .000 700 X 1.000 .000 .000 700 Y .000 1.000 .000 700 Z .000 .000 1.000 750 Y .000 1.000 .000 750 Z .000 .000 1.000

DISPLACEMENTS

310 320 Node 320 DX1= .000 in. DZ1= .000 in. RX1= .000 RY1= .000 RZ1= .000 640 650 Node 650 DY1= .000 in. DZ1= .000 in. RX1= .000 RY1= .000 RZ1= .000

INPUT UNITS USED... UNITS= ENGLISH NOM/SCH INPUT= ON

LENGTH inches x 1.000 = in. FORCE pounds x 1.000 = lb. MASS(dynamics) pounds x 1.000 = lbm MOMENTS(INPUT) inch-pounds x 1.000 = in.lb. MOMENTS(OUTPUT) inch-pounds x 0.083 = ft.lb. STRESS lbs./sq.in. x 1.000 = lb./sq.in. TEMP. SCALE degrees F. x 1.000 = F PRESSURE psig x 1.000 = lb./sq.in. ELASTIC MODULUS lbs./sq.in. x 1.000 = lb./sq.in. PIPE DENSITY lbs./cu.in. x 1.000 = lb./cu.in. INSULATION DENS. lbs./cu.in. x 1.000 = lb./cu.in. FLUID DENSITY lbs./cu.in. x 1.000 = lb./cu.in. TRANSL. STIF lbs./in. x 1.000 = lb./in. ROTATIONAL STIF in.lb./deg. x 1.000 = in.lb./deg UNIFORM LOAD lb./in. x 1.000 = lb./in. G LOAD g's x 1.000 = g's WIND LOAD lbs./sq.in. x 144.000 = lb./sq.ft. ELEVATION inches x 0.083 = ft. COMPOUND LENGTH inches x 0.083 = ft. DIAMETER inches x 1.000 = in. WALL THICKNESS inches x 1.000 = in.

SETUP FILE PARAMETERS ------------------------------------------------------------------------------ CONNECT GEOMETRY THRU CNODES = YES



MIN ALLOWED BEND ANGLE = 5.00000 MAX ALLOWED BEND ANGLE = 95.0000 BEND LENGTH ATTACHMENT PERCENT = 1.00000 MIN ANGLE TO ADJACENT BEND PT = 5.00000 LOOP CLOSURE TOLERANCE = 1.00000 in. 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 = 0.100000E+13 lb./in. DECOMP SNG TOL = 0.100000E+11 BEND AXIAL SHAPE = YES FRICT STIF = 0.100000E+07 lb./in. 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= 0.100000E+13 lb./in. DEFAULT ROT RESTRAINT STIFF= 0.100000E+13 in.lb./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= 70.0000 F 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 NO PRESSURE VARIATION IN EXP CASE= DEFAULT IMPLEMENT B313 APP-P NO IMPLEMENT B313 CODE CASE 178 NO USE FRP SIF = YES USE FRP FLEX = YES BS 7159 Pressure Stiffening= Design Strain FRP Property Data File= CAESAR.FRP FRP Emod (axial) = 0.320000E+07 lb./sq.in. FRP Ratio Gmod/Emod (axial) = 0.250000 FRP Ea/Eh*Vh/a = 0.152727 FRP Laminate Type = THREE FRP Alpha = 12.0000 F FRP Density = 0.600000E-01 lb./cu.in. EXCLUDE f2 FROM UKOOA BENDING = NO EXECUTION CONTROL PARAMETERS

Rigid/ExpJt Print Flag ..... 1.000 Bourdon Option ............. .000 Loop Closure Flag .......... .000 Thermal Bowing Delta Temp .. .000 F Liberal Allowable Flag ..... 1.000 Uniform Load Option ........ .000 Ambient Temperature ........ 70.000 F Plastic (FRP) Alpha ........ 12.000 Plastic (FRP) GMOD/EMODa ... .250 Plastic (FRP) Laminate Type. 3.000 Eqn Optimizer .............. .000 Node Selection ............. .000 Eqn Ordering ............... .000 Collins .................... .000 Degree Determination ....... .000 User Eqn Control ........... .000

1. Design Temperature (oF): 100 2. Design Pressure P1 (Psig): 220 3. Operating Temperature (oF): 100



4. Operating Pressure P2 (Psig): 180 5. Ambient Temperature (oF): 80 6. Installation Temperature (oF): 80 7. Highest Differential Temp T1 (oF): (100-80) = 201 8. Minimum Differential Temp T2 (oF): (100-80) = 201 9. Pipe outside Diameter (in): 22/18/12./10. 10. Wall Thickness (in): 0.875/0.750 11. Corrosion Allowance (in): None 12. Pipe Material: API 5L X65/A 333 GR. 6 13. Flange Rating (#): 900 14. Sc. (Ib /sq. in.): 20,000 12. Sh. (Ib /sq. in.): 20,000 13. Ec. (Ib /sq. in.): 2.9500E+007 15. Content Density (Ib /cub. in.): 0.0018 16. Insulation Thickness (in): None 17. Insulation Density (Ib /sq. in.); None 18. Corrosion Allowance 0.118 5.3 FLANGE LEAKAGE ASSESSMENT

In determining the possibility of flange leakage on the Pig trap, NETCO applied CNode 5000 + the node number to simulate the forces and moments on the flanges. The summary from Caesar II out put is on Pages 48 50



6.0 OVERALL PIPING NETWORK

CAESAR II: PIPING STRESS ISOMETRIC (SHADED) Refer to Attachment of Piping Stress Isometrics Sht 1 of 2 & Sht 2 of 2



CAESAR II: PIPING STRESS ISOMETRIC PLAN VIEW (SHADED) . 6.1 SUPPORT LOADINGS / RESTRAINTS REPORTS

All pipe support loadings are satisfactory. See loads on restraints for each of

the given load cases on page: 36-46

7.0 STRESS CALCULATIONS

LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS

LOAD CASE DEFINITION KEY CASE 1 (OPE) W+T1+P1 CASE 2 (OPE) W+T2+P2 CASE 3 (SUS) W+P1 CASE 4 (SUS) W+P2 CASE 5 (EXP) L5=L1-L3 CASE 6 (EXP) L6=L2-L3



Piping Code: Multiple Codes B31.8 = B31.8 -2003, February 6, 2004 B31.3 = B31.3 -2006, May 31, 2007 *** CODE COMPLIANCE EVALUATION PASSED *** Highest Stresses: (lb./sq.in.) CodeStress Ratio (%) is 23.9 at Node 460 LOADCASE: 3 (SUS) W+P1 Code Stress: 4772.0 Allowable: 20000.0 Axial Stress: 868.9 @Node 280 LOADCASE: 1 (OPE) W+T1+P1 Bending Stress: 4163.5 @Node 460 LOADCASE: 3 (SUS) W+P1 Torsion Stress: 825.8 @Node 450 LOADCASE: 3 (SUS) W+P1 Hoop Stress: 2765.7 @Node 40 LOADCASE: 1 (OPE) W+T1+P1 3D Max Intensity: 4903.3 @Node 460 LOADCASE: 3 (SUS) W+P1

Load Case

From Node

Code Stress lb./sq.in.

Allowable Stress lb./sq.in.

To NodeCode Stress lb./sq.in.

Allowable Stress lb./sq.in.

Piping Code

1(OPE) 10 0.0 0.0 20 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5020 0.0 0.0 30 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 30 2477.0 58500.0 40 2515.5 58500.0 B31.8 2(OPE) 2030.3 58500.0 2070.5 58500.0 B31.8 3(SUS) 2477.0 58500.0 2515.5 58500.0 B31.8 4(SUS) 2030.3 58500.0 2070.5 58500.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 40 2527.0 58500.0 50 3239.0 58500.0 B31.8 2(OPE) 2076.7 58500.0 2862.7 58500.0 B31.8 3(SUS) 2518.8 58500.0 3203.0 58500.0 B31.8 4(SUS) 2073.9 58500.0 2851.0 58500.0 B31.8



5(EXP) 33.1 0.0 41.8 0.0 B31.8 6(EXP) 10.8 0.0 13.6 0.0 B31.8 1(OPE) 50 3239.0 58500.0 60 2521.7 58500.0 B31.8 2(OPE) 2862.7 58500.0 2070.7 58500.0 B31.8 3(SUS) 3203.0 58500.0 2513.7 58500.0 B31.8 4(SUS) 2851.0 58500.0 2068.6 58500.0 B31.8 5(EXP) 41.8 0.0 69.2 0.0 B31.8 6(EXP) 13.6 0.0 23.0 0.0 B31.8 1(OPE) 60 1189.0 58500.0 70 1656.0 58500.0 B31.8 2(OPE) 1006.6 58500.0 1493.3 58500.0 B31.8 3(SUS) 1146.4 58500.0 1603.6 58500.0 B31.8 4(SUS) 995.5 58500.0 1480.2 58500.0 B31.8 5(EXP) 137.0 0.0 259.3 0.0 B31.8 6(EXP) 45.5 0.0 86.2 0.0 B31.8 1(OPE) 70 2228.7 58500.0 80 2029.7 58500.0 B31.8 2(OPE) 1868.3 58500.0 1656.1 58500.0 B31.8 3(SUS) 2205.0 58500.0 2024.2 58500.0 B31.8 4(SUS) 1854.1 58500.0 1658.7 58500.0 B31.8 5(EXP) 134.6 0.0 108.9 0.0 B31.8 6(EXP) 44.9 0.0 36.3 0.0 B31.8 1(OPE) 80 2029.7 58500.0 90 2553.9 58500.0 B31.8 2(OPE) 1656.1 58500.0 2275.1 58500.0 B31.8 3(SUS) 2024.2 58500.0 2568.1 58500.0 B31.8 4(SUS) 1658.7 58500.0 2280.1 58500.0 B31.8 5(EXP) 108.9 0.0 63.0 0.0 B31.8 6(EXP) 36.3 0.0 21.0 0.0 B31.8 1(OPE) 90 0.0 0.0 100 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5100 0.0 0.0 110 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5110 0.0 0.0 120 0.0 0.0 B31.8



2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 120 2558.6 58500.0 130 2504.1 58500.0 B31.8 2(OPE) 2254.6 58500.0 2232.2 58500.0 B31.8 3(SUS) 2535.3 58500.0 2531.6 58500.0 B31.8 4(SUS) 2247.3 58500.0 2243.6 58500.0 B31.8 5(EXP) 68.3 0.0 151.3 0.0 B31.8 6(EXP) 22.8 0.0 50.4 0.0 B31.8 1(OPE) 130 2504.1 58500.0 140 2326.9 58500.0 B31.8 2(OPE) 2232.2 58500.0 1980.1 58500.0 B31.8 3(SUS) 2531.6 58500.0 2256.1 58500.0 B31.8 4(SUS) 2243.6 58500.0 1961.2 58500.0 B31.8 5(EXP) 151.3 0.0 228.7 0.0 B31.8 6(EXP) 50.4 0.0 76.2 0.0 B31.8 1(OPE) 140 0.0 0.0 150 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5150 0.0 0.0 160 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5160 0.0 0.0 170 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 170 2161.5 58500.0 175 2626.3 58500.0 B31.8 2(OPE) 1743.2 58500.0 2305.5 58500.0 B31.8 3(SUS) 2093.1 58500.0 2603.0 58500.0 B31.8 4(SUS) 1731.2 58500.0 2315.0 58500.0 B31.8



5(EXP) 346.8 0.0 399.3 0.0 B31.8 6(EXP) 115.5 0.0 133.0 0.0 B31.8 1(OPE) 175 2626.3 58500.0 180 2863.3 58500.0 B31.8 2(OPE) 2305.5 58500.0 2538.1 58500.0 B31.8 3(SUS) 2603.0 58500.0 2611.4 58500.0 B31.8 4(SUS) 2315.0 58500.0 2487.9 58500.0 B31.8 5(EXP) 399.3 0.0 1122.7 0.0 B31.8 6(EXP) 133.0 0.0 374.1 0.0 B31.8 1(OPE) 180 3023.6 58500.0 190 4342.1 58500.0 B31.8 2(OPE) 2905.2 58500.0 4008.3 58500.0 B31.8 3(SUS) 3114.5 58500.0 4273.6 58500.0 B31.8 4(SUS) 2991.1 58500.0 3985.6 58500.0 B31.8 5(EXP) 1418.1 0.0 80.0 0.0 B31.8 6(EXP) 475.1 0.0 26.6 0.0 B31.8 1(OPE) 190 4342.1 58500.0 198 2264.3 58500.0 B31.8 2(OPE) 4008.3 58500.0 1917.2 58500.0 B31.8 3(SUS) 4273.6 58500.0 2221.8 58500.0 B31.8 4(SUS) 3985.6 58500.0 1890.4 58500.0 B31.8 5(EXP) 80.0 0.0 134.6 0.0 B31.8 6(EXP) 26.6 0.0 44.8 0.0 B31.8 1(OPE) 198 1515.2 58500.0 199 1161.8 58500.0 B31.8 2(OPE) 1320.9 58500.0 1024.8 58500.0 B31.8 3(SUS) 1413.4 58500.0 1162.7 58500.0 B31.8 4(SUS) 1290.0 58500.0 1039.3 58500.0 B31.8 5(EXP) 235.1 0.0 331.8 0.0 B31.8 6(EXP) 78.3 0.0 110.6 0.0 B31.8 1(OPE) 199 1161.8 58500.0 200 1654.1 58500.0 B31.8 2(OPE) 1024.8 58500.0 1534.1 58500.0 B31.8 3(SUS) 1162.7 58500.0 1672.6 58500.0 B31.8 4(SUS) 1039.3 58500.0 1549.2 58500.0 B31.8 5(EXP) 331.8 0.0 381.0 0.0 B31.8 6(EXP) 110.6 0.0 127.1 0.0 B31.8 1(OPE) 200 2421.4 58500.0 210 3506.2 58500.0 B31.8 2(OPE) 2119.0 58500.0 3152.8 58500.0 B31.8 3(SUS) 2406.8 58500.0 3412.6 58500.0 B31.8 4(SUS) 2118.8 58500.0 3124.6 58500.0 B31.8 5(EXP) 200.4 0.0 257.5 0.0 B31.8 6(EXP) 66.9 0.0 85.9 0.0 B31.8



1(OPE) 210 3528.8 58500.0 212 2375.1 58500.0 B31.8 2(OPE) 3166.3 58500.0 2016.0 58500.0 B31.8 3(SUS) 3421.6 58500.0 2281.7 58500.0 B31.8 4(SUS) 3133.6 58500.0 1993.7 58500.0 B31.8 5(EXP) 271.1 0.0 274.2 0.0 B31.8 6(EXP) 90.4 0.0 91.4 0.0 B31.8 1(OPE) 212 0.0 0.0 214 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5214 0.0 0.0 216 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 216 2180.0 58500.0 218 3393.1 58500.0 B31.8 2(OPE) 1783.7 58500.0 3152.6 58500.0 B31.8 3(SUS) 2132.7 58500.0 3472.6 58500.0 B31.8 4(SUS) 1774.0 58500.0 3184.6 58500.0 B31.8 5(EXP) 279.6 0.0 345.8 0.0 B31.8 6(EXP) 93.2 0.0 115.3 0.0 B31.8 1(OPE) 218 3393.1 58500.0 221 2156.4 58500.0 B31.8 2(OPE) 3152.6 58500.0 1722.7 58500.0 B31.8 3(SUS) 3472.6 58500.0 2062.6 58500.0 B31.8 4(SUS) 3184.6 58500.0 1698.7 58500.0 B31.8 5(EXP) 345.8 0.0 327.2 0.0 B31.8 6(EXP) 115.3 0.0 109.1 0.0 B31.8 1(OPE) 221 1232.8 58500.0 219 1242.5 58500.0 B31.8 2(OPE) 897.2 58500.0 895.9 58500.0 B31.8 3(SUS) 960.5 58500.0 940.3 58500.0 B31.8 4(SUS) 837.1 58500.0 816.9 58500.0 B31.8 5(EXP) 601.9 0.0 581.4 0.0 B31.8 6(EXP) 200.6 0.0 193.8 0.0 B31.8 1(OPE) 219 1242.5 58500.0 220 1360.8 58500.0 B31.8 2(OPE) 895.9 58500.0 1097.5 58500.0 B31.8



3(SUS) 940.3 58500.0 1180.1 58500.0 B31.8 4(SUS) 816.9 58500.0 1056.6 58500.0 B31.8 5(EXP) 581.4 0.0 511.2 0.0 B31.8 6(EXP) 193.8 0.0 170.4 0.0 B31.8 1(OPE) 220 2201.6 58500.0 228 2076.1 58500.0 B31.8 2(OPE) 1786.3 58500.0 1726.0 58500.0 B31.8 3(SUS) 2124.1 58500.0 2118.0 58500.0 B31.8 4(SUS) 1764.7 58500.0 1758.1 58500.0 B31.8 5(EXP) 278.6 0.0 374.7 0.0 B31.8 6(EXP) 92.9 0.0 124.9 0.0 B31.8 1(OPE) 228 972.9 58500.0 229 1400.9 58500.0 B31.8 2(OPE) 978.1 58500.0 992.8 58500.0 B31.8 3(SUS) 1228.3 58500.0 1004.5 58500.0 B31.8 4(SUS) 1104.9 58500.0 881.1 58500.0 B31.8 5(EXP) 650.2 0.0 690.9 0.0 B31.8 6(EXP) 216.7 0.0 230.3 0.0 B31.8 1(OPE) 229 1400.9 58500.0 230 1632.4 58500.0 B31.8 2(OPE) 992.8 58500.0 1266.8 58500.0 B31.8 3(SUS) 1004.5 58500.0 1285.6 58500.0 B31.8 4(SUS) 881.1 58500.0 1162.2 58500.0 B31.8 5(EXP) 690.9 0.0 556.0 0.0 B31.8 6(EXP) 230.3 0.0 185.3 0.0 B31.8 1(OPE) 230 2578.5 58500.0 240 2557.8 58500.0 B31.8 2(OPE) 2136.2 58500.0 2147.7 58500.0 B31.8 3(SUS) 2347.9 58500.0 2376.1 58500.0 B31.8 4(SUS) 2059.9 58500.0 2088.1 58500.0 B31.8 5(EXP) 238.0 0.0 197.1 0.0 B31.8 6(EXP) 79.3 0.0 65.7 0.0 B31.8 1(OPE) 240 0.0 0.0 250 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5250 0.0 0.0 260 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8



6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5260 0.0 0.0 270 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 270 2887.7 58500.0 280 3102.4 58500.0 B31.8 2(OPE) 2371.8 58500.0 2452.6 58500.0 B31.8 3(SUS) 2592.5 58500.0 2638.6 58500.0 B31.8 4(SUS) 2304.5 58500.0 2350.6 58500.0 B31.8 5(EXP) 507.5 0.0 716.6 0.0 B31.8 6(EXP) 169.2 0.0 238.9 0.0 B31.8 1(OPE) 280 2340.5 58500.0 290 2111.9 58500.0 B31.8 2(OPE) 1779.8 58500.0 1689.6 58500.0 B31.8 3(SUS) 2100.7 58500.0 2040.1 58500.0 B31.8 4(SUS) 1739.4 58500.0 1675.1 58500.0 B31.8 5(EXP) 705.3 0.0 343.0 0.0 B31.8 6(EXP) 235.1 0.0 114.3 0.0 B31.8 1(OPE) 290 0.0 0.0 300 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 5300 0.0 0.0 310 0.0 0.0 B31.8 2(OPE) 0.0 0.0 0.0 0.0 B31.8 3(SUS) 0.0 0.0 0.0 0.0 B31.8 4(SUS) 0.0 0.0 0.0 0.0 B31.8 5(EXP) 0.0 0.0 0.0 0.0 B31.8 6(EXP) 0.0 0.0 0.0 0.0 B31.8 1(OPE) 310 2044.3 58500.0 320 2101.1 58500.0 B31.8 2(OPE) 1659.1 58500.0 1698.8 58500.0 B31.8 3(SUS) 2019.6 58500.0 2053.0 58500.0 B31.8 4(SUS) 1654.0 58500.0 1688.6 58500.0 B31.8 5(EXP) 145.9 0.0 227.5 0.0 B31.8 6(EXP) 48.6 0.0 75.8 0.0 B31.8 1(OPE) 180 1580.5 0.0 400 745.4 0.0 B31.3



2(OPE) 1812.3 0.0 665.0 0.0 B31.3 3(SUS) 2527.6 20000.0 990.7 20000.0 B31.3 4(SUS) 2388.5 20000.0 851.7 20000.0 B31.3 5(EXP) 1174.8 47472.4 369.7 49009.3 B31.3 6(EXP) 407.1 47472.4 127.7 49009.3 B31.3 1(OPE) 400 0.0 0.0 410 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3 3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 5(EXP) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 5410 0.0 0.0 420 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3 3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 5(EXP) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 420 1178.9 0.0 430 1225.8 0.0 B31.3 2(OPE) 981.0 0.0 1025.0 0.0 B31.3 3(SUS) 1242.8 20000.0 1288.4 20000.0 B31.3 4(SUS) 1103.7 20000.0 1149.3 20000.0 B31.3 5(EXP) 266.4 48757.2 257.4 48711.6 B31.3 6(EXP) 91.0 48757.2 87.8 48711.6 B31.3 1(OPE) 430 1225.8 0.0 438 1607.3 0.0 B31.3 2(OPE) 1025.0 0.0 1404.9 0.0 B31.3 3(SUS) 1288.4 20000.0 1708.1 20000.0 B31.3 4(SUS) 1149.3 20000.0 1569.0 20000.0 B31.3 5(EXP) 257.4 48711.6 203.1 48291.9 B31.3 6(EXP) 87.8 48711.6 68.4 48291.9 B31.3 1(OPE) 438 2144.2 0.0 439 1915.7 0.0 B31.3 2(OPE) 1913.1 0.0 1675.4 0.0 B31.3 3(SUS) 2262.4 20000.0 1928.8 20000.0 B31.3 4(SUS) 2123.3 20000.0 1789.7 20000.0 B31.3 5(EXP) 237.1 47737.6 237.4 48071.2 B31.3 6(EXP) 79.4 47737.6 79.2 48071.2 B31.3 1(OPE) 439 1915.7 0.0 440 1366.9 0.0 B31.3 2(OPE) 1675.4 0.0 1168.8 0.0 B31.3 3(SUS) 1928.8 20000.0 957.5 20000.0 B31.3 4(SUS) 1789.7 20000.0 818.5 20000.0 B31.3



5(EXP) 237.4 48071.2 189.8 49042.5 B31.3 6(EXP) 79.2 48071.2 63.1 49042.5 B31.3 1(OPE) 440 1329.5 0.0 448 1696.3 0.0 B31.3 2(OPE) 1150.4 0.0 1566.9 0.0 B31.3 3(SUS) 911.1 20000.0 1723.2 20000.0 B31.3 4(SUS) 772.0 20000.0 1584.1 20000.0 B31.3 5(EXP) 145.0 49088.9 98.6 48276.8 B31.3 6(EXP) 48.1 49088.9 31.9 48276.8 B31.3 1(OPE) 448 1928.5 0.0 449 2172.7 0.0 B31.3 2(OPE) 1796.4 0.0 2054.3 0.0 B31.3 3(SUS) 2023.1 20000.0 1843.5 20000.0 B31.3 4(SUS) 1884.0 20000.0 1704.5 20000.0 B31.3 5(EXP) 132.6 47976.9 85.9 48156.5 B31.3 6(EXP) 43.2 47976.9 26.8 48156.5 B31.3 1(OPE) 449 2172.7 0.0 450 2174.9 0.0 B31.3 2(OPE) 2054.3 0.0 2060.7 0.0 B31.3 3(SUS) 1843.5 20000.0 1330.9 20000.0 B31.3 4(SUS) 1704.5 20000.0 1191.8 20000.0 B31.3 5(EXP) 85.9 48156.5 45.0 48669.1 B31.3 6(EXP) 26.8 48156.5 13.4 48669.1 B31.3 1(OPE) 450 2118.4 0.0 460 2204.4 0.0 B31.3 2(OPE) 2007.7 0.0 2096.9 0.0 B31.3 3(SUS) 1125.7 20000.0 1467.6 20000.0 B31.3 4(SUS) 986.6 20000.0 1328.5 20000.0 B31.3 5(EXP) 36.3 48874.3 255.5 48532.4 B31.3 6(EXP) 11.0 48874.3 84.9 48532.4 B31.3 1(OPE) 460 2118.4 0.0 460 2204.4 0.0 B31.3 2(OPE) 2007.7 0.0 2096.9 0.0 B31.3 3(SUS) 1472.3 20000.0 1690.0 20000.0 B31.3 4(SUS) 1333.3 20000.0 1605.1 20000.0 B31.3 5(EXP) 90.9 48527.7 151.1 48310.0 B31.3 6(EXP) 30.5 48527.7 50.7 48310.0 B31.3 1(OPE) 470 1783.5 0.0 480 1822.1 0.0 B31.3 2(OPE) 1621.7 0.0 1656.7 0.0 B31.3 3(SUS) 1690.0 20000.0 1731.6 20000.0 B31.3 4(SUS) 1605.1 20000.0 1646.7 20000.0 B31.3 5(EXP) 151.1 48310.0 154.6 48268.4 B31.3 6(EXP) 50.7 48310.0 51.8 48268.4 B31.3



1(OPE) 480 1822.1 0.0 490 3273.8 0.0 B31.3 2(OPE) 1656.7 0.0 3314.3 0.0 B31.3 3(SUS) 1731.6 20000.0 3783.1 20000.0 B31.3 4(SUS) 1646.7 20000.0 3698.2 20000.0 B31.3 5(EXP) 154.6 48268.4 213.8 46216.9 B31.3 6(EXP) 51.8 48268.4 70.4 46216.9 B31.3 1(OPE) 490 3293.0 0.0 498 1139.1 0.0 B31.3 2(OPE) 3344.0 0.0 1069.3 0.0 B31.3 3(SUS) 3823.3 20000.0 958.8 20000.0 B31.3 4(SUS) 3738.4 20000.0 873.9 20000.0 B31.3 5(EXP) 213.8 46176.7 189.1 49041.2 B31.3 6(EXP) 70.4 46176.7 62.2 49041.2 B31.3 1(OPE) 498 498 1170.9 0.0 499 1125.4 B31.3 2(OPE) 1090.8 0.0 1015.1 B31.3 3(SUS) 990.6 20000.0 1170.2 B31.3 4(SUS) 905.7 20000.0 1085.3 B31.3 5(EXP) 198.6 49009.4 213.0 B31.3 6(EXP) 65.3 49009.4 70.1 B31.3 1(OPE) 499 1125.4 0.0 500 995.0 0.0 B31.3 2(OPE) 1015.1 0.0 871.5 0.0 B31.3 3(SUS) 1170.2 20000.0 1063.1 20000.0 B31.3 4(SUS) 1085.3 20000.0 978.2 20000.0 B31.3 5(EXP) 213.0 48829.8 207.7 48936.9 B31.3 6(EXP) 70.1 48829.8 68.3 48936.9 B31.3 1(OPE) 500 938.9 0.0 508 1320.3 0.0 B31.3 2(OPE) 823.9 0.0 1187.8 0.0 B31.3 3(SUS) 1015.6 20000.0 1405.8 20000.0 B31.3 4(SUS) 930.7 20000.0 1320.9 20000.0 B31.3 5(EXP) 202.4 48984.4 208.3 48594.2 B31.3 6(EXP) 66.6 48984.4 68.5 48594.2 B31.3 1(OPE) 508 1431.4 0.0 509 1774.1 0.0 B31.3 2(OPE) 1289.1 0.0 1624.6 0.0 B31.3 3(SUS) 1512.3 20000.0 1833.9 20000.0 B31.3 4(SUS) 1427.4 20000.0 1749.0 20000.0 B31.3 5(EXP) 215.6 48487.7 220.4 48166.1 B31.3 6(EXP) 70.9 48487.7 72.5 48166.1 B31.3 1(OPE) 509 1774.1 0.0 510 1868.8 0.0 B31.3 2(OPE) 1624.6 0.0 1722.3 0.0 B31.3 3(SUS) 1833.9 20000.0 1925.7 20000.0 B31.3



4(SUS) 1749.0 20000.0 1840.8 20000.0 B31.3 5(EXP) 220.4 48166.1 201.8 48074.3 B31.3 6(EXP) 72.5 48166.1 66.4 48074.3 B31.3 1(OPE) 510 1684.8 0.0 520 1408.7 0.0 B31.3 2(OPE) 1550.4 0.0 1301.1 0.0 B31.3 3(SUS) 1734.0 20000.0 1454.5 20000.0 B31.3 4(SUS) 1649.1 20000.0 1369.6 20000.0 B31.3 5(EXP) 191.5 48266.0 109.4 48545.5 B31.3 6(EXP) 63.0 48266.0 36.0 48545.5 B31.3 1(OPE) 520 0.0 0.0 530 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3 3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 5(EXP) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 5530 0.0 0.0 540 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3 3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 5(EXP) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 5540 0.0 0.0 550 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3 3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 5(EXP) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 550 846.5 0.0 555 740.5 0.0 B31.3 2(OPE) 768.0 0.0 656.2 0.0 B31.3 3(SUS) 823.9 20000.0 673.7 20000.0 B31.3 4(SUS) 738.9 20000.0 588.8 20000.0 B31.3 5(EXP) 159.9 49176.1 208.6 49326.3 B31.3 6(EXP) 51.9 49176.1 67.8 49326.3 B31.3 1(OPE) 5555 740.5 0.0 40 681.2 0.0 B31.3 2(OPE) 656.2 0.0 586.7 0.0 B31.3 3(SUS) 673.7 20000.0 570.5 20000.0 B31.3 4(SUS) 588.8 20000.0 485.6 20000.0 B31.3 5(EXP) 208.6 49326.3 243.6 49429.5 B31.3 6(EXP) 67.8 49326.3 79.2 49429.5 B31.3



1(OPE) 460 4198.5 0.0 598 1616.7 0.0 B31.3 2(OPE) 4143.6 0.0 1570.7 0.0 B31.3 3(SUS) 4772.0 20000.0 1218.6 20000.0 B31.3 4(SUS) 4659.2 20000.0 1105.9 20000.0 B31.3 5(EXP) 180.8 45228.0 165.3 48781.4 B31.3 6(EXP) 59.6 45228.0 54.5 48781.4 B31.3 1(OPE) 598 1740.7 0.0 599 1571.0 0.0 B31.3 2(OPE) 1668.9 0.0 1499.6 0.0 B31.3 3(SUS) 1407.4 20000.0 1329.5 20000.0 B31.3 4(SUS) 1294.6 20000.0 1216.7 20000.0 B31.3 5(EXP) 183.2 48592.6 179.4 48670.5 B31.3 6(EXP) 60.4 48592.6 59.2 48670.5 B31.3 1(OPE) 599 740.5 0.0 40 681.2 0.0 B31.3 2(OPE) 656.2 0.0 586.7 0.0 B31.3 3(SUS) 1329.5 20000.0 1277.8 20000.0 B31.3 4(SUS) 1216.7 20000.0 1165.0 20000.0 B31.3 5(EXP) 179.4 48670.5 167.0 48722.2 B31.3 6(EXP) 59.2 48670.5 55.1 48722.2 B31.3 1(OPE) 600 1523.5 0.0 610 3093.0 0.0 B31.3 2(OPE) 1426.0 0.0 2966.0 0.0 B31.3 3(SUS) 1114.5 20000.0 3259.7 20000.0 B31.3 4(SUS) 1001.7 20000.0 3146.9 20000.0 B31.3 5(EXP) 143.5 48885.5 99.7 46740.3 B31.3 6(EXP) 47.4 48885.5 33.0 46740.3 B31.3 1(OPE) 610 3093.0 0.0 620 1422.7 0.0 B31.3 2(OPE) 2966.0 0.0 1376.9 0.0 B31.3 3(SUS) 3259.7 20000.0 1041.5 20000.0 B31.3 4(SUS) 3146.9 20000.0 928.7 20000.0 B31.3 5(EXP) 99.7 46740.3 74.8 48958.5 B31.3 6(EXP) 33.0 46740.3 24.7 48958.5 B31.3 1(OPE) 620 0.0 0.0 630 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3 3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 5(EXP) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 5630 0.0 0.0 635 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3



3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 5(EXP) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 5635 0.0 0.0 640 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3 3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 640 2046.2 0.0 650 2219.5 0.0 B31.3 2(OPE) 1979.3 0.0 2128.1 0.0 B31.3 3(SUS) 2057.2 20000.0 2243.0 20000.0 B31.3 4(SUS) 1944.4 20000.0 2130.2 20000.0 B31.3 5(EXP) 87.8 47942.8 155.3 47757.0 B31.3 6(EXP) 28.8 47942.8 50.9 47757.0 B31.3 1(OPE) 70 0.0 0.0 700 0.0 0.0 B31.3 2(OPE) 0.0 0.0 0.0 0.0 B31.3 3(SUS) 0.0 0.0 0.0 0.0 B31.3 4(SUS) 0.0 0.0 0.0 0.0 B31.3 5(EXP) 0.0 0.0 0.0 0.0 B31.3 6(EXP) 0.0 0.0 0.0 0.0 B31.3 1(OPE) 50 518.2 0.0 750 470.6 0.0 B31.3 2(OPE) 332.5 0.0 296.5 0.0 B31.3 3(SUS) 611.0 20000.0 576.5 20000.0 B31.3 4(SUS) 402.8 20000.0 368.3 20000.0 B31.3 5(EXP) 17.5 49389.0 0.0 49423.5 B31.3 6(EXP) 5.8 49389.0 0.0 49423.5 B31.3

7.1 RESTRAINT SUMMARY REPORT. LOAD CASE DEFINITION KEY CASE 1 (OPE) W+T1+P1 CASE 2 (OPE) W+T2+P2 CASE 3 (SUS) W+P1 CASE 4 (SUS) W+P2 CASE 5 (EXP) L5=L1-L3 CASE 6 (EXP) L6=L2-L3



NODE Load Case FX lb. FY lb. FZ lb. MX ft.lb. MY ft.lb. MZ ft.lb.

20 ANC

1(OPE) 0 -600 0 -0.0 0.0 304.7

2(OPE) -0 -600 -0 0.0 0.0 304.7

3(SUS) -0 -600 0 0.0 0.0 304.7

4(SUS) -0 -600 0 0.0 0.0 304.7

5(EXP) 0 0 0 -0.0 0.0 0.0

6(EXP) -0 0 -0 0.0 0.0 0.0

MAX 0/L5 -600/L1 0/L1 -0.0/L1 0.0/L1 304.7/L1

100 ANC

1(OPE) -676 4790 -311 994.0 416.2 -20098.7

2(OPE) -778 4722 -85 903.2 -11.9 -20239.3

3(SUS) -835 4688 27 856.6 -225.0 -20311.1

4(SUS) -835 4688 27 856.6 -225.0 -20311.1

5(EXP) 158 102 -338 137.4 641.1 212.4

6(EXP) 57 34 -112 46.5 213.1 71.9

MAX -835/L3 4790/L1 -338/L5 994.0/L1 641.1/L5 -20311.1/L3 110 ANC

1(OPE) -676 -4772 -311 994.0 -846.7 -20135.7

2(OPE) -778 -4840 -85 903.2 -357.8 -19999.4

3(SUS) -835 -4874 27 856.6 -114.0 -19933.9

4(SUS) -835 -4874 27 856.6 -114.0 -19933.9

5(EXP) 158 102 -338 137.4 -732.7 -201.7




6(EXP) 57 34 -112 46.5 -243.9 -65.5

MAX -835/L3 -4874/L3 -338/L5 994.0/L1 -846.7/L1 -20135.7/L1 130 X Y Z

1(OPE) 0 -19091 0 0.0 0.0 0.0

2(OPE) 0 -19155 0 0.0 0.0 0.0

3(SUS) 0 -19185 0 0.0 0.0 0.0

4(SUS) 0 -19185 0 0.0 0.0 0.0

5(EXP) 0 94 0 0.0 0.0 0.0

6(EXP) 0 30 0 0.0 0.0 0.0

MAX -19185/L3

150 ANC

1(OPE) -676 3702 -311 994.0 -3675.1 -15119.7

2(OPE) -778 3698 -85 903.2 -1132.6 -14653.5

3(SUS) -835 3694 27 856.6 134.7 -14417.4

4(SUS) -835 3694 27 856.6 134.7 -14417.4

5(EXP) 158 8 -338 137.4 -3809.7 -702.2

6(EXP) 57 4 -112 46.5 -1267.3 -236.1

MAX -835/L3 3702/L1 -338/L5 994.0/L1 -3809.7/L5 -15119.7/L1

160 ANC

1(OPE) -676 -5860 -311 994.0 -4937.9 -10736.8

2(OPE) -778 -5864 -85 903.2 -1478.5 -10253.3

-835 -5868 27 856.6 245.7 -10002.5




3(SUS)

4(SUS) -835 -5868 27 856.6 245.7 -10002.5

5(EXP) 158 8 -338 137.4 -5183.6 -734.3

6(EXP) 57 4 -112 46.5 -1724.2 -250.8

MAX -835/L3 -5868/L3 -338/L5 994.0/L1 -5183.6/L5 -10736.8/L1

175 X Y Z

1(OPE) 0 -21692 -1267 0.0 0.0 0.0

2(OPE) 0 -21583 -615 0.0 0.0 0.0

3(SUS) 0 -21528 -290 0.0 0.0 0.0

4(SUS) 0 -21528 -290 0.0 0.0 0.0

5(EXP) 0 -164 -977 0.0 0.0 0.0

6(EXP) 0 -55 -325 0.0 0.0 0.0

MAX -21692/L1-1267/L1

190 X Y Z

1(OPE) 0 -21944 0 0.0 0.0 0.0

2(OPE) 0 -22024 0 0.0 0.0 0.0

3(SUS) 0 -22069 0 0.0 0.0 0.0

4(SUS) 0 -22069 0 0.0 0.0 0.0

5(EXP) 0 126 0 0.0 0.0 0.0

6(EXP) 0 45 0 0.0 0.0 0.0

MAX -22069/L3



210 X Y Z

1(OPE) 0 -17894 -1062 0.0 0.0 0.0

2(OPE) 0 -17672 -637 0.0 0.0 0.0

3(SUS) 0 -17560 -425 0.0 0.0 0.0

4(SUS) 0 -17560 -425 0.0 0.0 0.0

5(EXP) 0 -333 -637 0.0 0.0 0.0

6(EXP) 0 -112 -212 0.0 0.0 0.0

MAX -17894/L1-1062/L1

214 X Y Z

1(OPE) -154 3384 1458 -8167.0 4410.1 -1111.4

2(OPE) -113 3217 653 -8094.1 1731.9 -2182.0

3(SUS) -93 3132 250 -8055.3 392.4 -2717.1

4(SUS) -93 3132 250 -8055.3 392.4 -2717.1

5(EXP) -62 252 1208 -111.6 4017.8 1605.7

6(EXP) -20 84 403 -38.8 1339.6 535.1

MAX -154/L1 3384/L1 1458/L1 -8167.0/L1 4410.1/L1 -2717.1/L3

218 X Y Z

1(OPE) 0 -16693 0 0.0 0.0 0.0

2(OPE) 0 -17215 0 0.0 0.0 0.0

3(SUS) 0 -17475 0 0.0 0.0 0.0

4(SUS) 0 -17475 0 0.0 0.0 0.0

5(EXP) 0 782 0 0.0 0.0 0.0

0 261 0 0.0 0.0 0.0



6(EXP)

MAX -17475/L3

250 ANC

1(OPE) -154 -12928 1458 -175.2 -5221.5 -11476.5

2(OPE) -113 -12574 653 -1287.9 -1581.4 -9582.2

3(SUS) -93 -12398 250 -1844.3 238.7 -8634.7

4(SUS) -93 -12398 250 -1844.3 238.7 -8634.7

5(EXP) -62 -530 1208 1669.1 -5460.2 -2841.7

6(EXP) -20 -177 403 556.4 -1820.1 -947.4

MAX -154/L1 -12928/L1 1458/L1-1844.3/L3

-5460.2/L5

-11476.5/L1

260 ANC

1(OPE) -154 -22490 1458 5749.6 -5221.5 -10849.4

2(OPE) -113 -22137 653 1365.1 -1581.4 -9122.0

3(SUS) -93 -21960 250 -826.9 238.7 -8257.8

4(SUS) -93 -21960 250 -826.9 238.7 -8257.8

5(EXP) -62 -530 1208 6576.5 -5460.2 -2591.6

6(EXP) -20 -177 403 2192.0 -1820.1 -864.2

MAX -154/L1 -22490/L1 1458/L1 6576.5/L5-5460.2/L5

-10849.4/L1

280 X Y Z

1(OPE) 1659 -35863 3426 0.0 0.0 0.0

2(OPE) 1422 -35509 1321 0.0 0.0 0.0

3(SUS) 1304 -35333 268 0.0 0.0 0.0

4(SUS) 1304 -35333 268 0.0 0.0 0.0

356 -530 3158 0.0 0.0 0.0



5(EXP)

6(EXP) 119 -177 1053 0.0 0.0 0.0

MAX 1659/L1 -35863/L1 3426/L1

300 ANC

1(OPE) -1814 4519 -1968 3863.9 -5221.5 -3561.6

2(OPE) -1536 4519 -668 1311.1 -1581.4 -3015.7

3(SUS) -1397 4519 -18 34.8 238.7 -2742.5

4(SUS) -1397 4519 -18 34.8 238.7 -2742.5

5(EXP) -417 0 -1950 3829.1 -5460.2 -819.0

6(EXP) -139 0 -650 1276.3 -1820.1 -273.2

320 Displ. Reaction

1(OPE) -1814 0 -1968 -3596.5 -5221.5 3315.1

2(OPE) -1536 0 -668 -1220.4 -1581.4 2807.0

3(SUS) -1397 0 -18 -32.4 238.7 2552.7

4(SUS) -1397 0 -18 -32.4 238.7 2552.7

5(EXP) -417 0 -1950 -3564.1 -5460.2 762.4

6(EXP) -139 0 -650 -1188.0 -1820.1 254.3

MAX -1814/L1 -1968/L1-3596.5/L1

-5460.2/L5 3315.1/L1

410 ANC

1(OPE) -522 9785 560 -3201.8 1168.8 -96.0

2(OPE) -664 9699 514 -3138.2 379.4 1493.6

3(SUS) -742 9658 492 -3104.0 -30.5 2334.0

4(SUS) -742 9658 492 -3104.0 -30.5 2334.0



5(EXP) 220 127 68 -97.8 1199.3 -2430.0

6(EXP) 77 42 22 -34.1 409.9 -840.4

MAX -742/L3 9785/L1 560/L1 -3201.8/L1 1199.3/L5 -2430.0/L5

490 X Y Z

1(OPE) -409 -4582 536 0.0 0.0 0.0

2(OPE) -634 -4653 508 0.0 0.0 0.0

3(SUS) -751 -4688 495 0.0 0.0 0.0

4(SUS) -751 -4688 495 0.0 0.0 0.0

5(EXP) 342 106 41 0.0 0.0 0.0

6(EXP) 117 35 13 0.0 0.0 0.0

MAX -751/L3 -4688/L3 536/L1 530 ANC

1(OPE) -113 -2924 -324 3251.9 1083.1 100.7

2(OPE) -31 -2865 -297 3091.5 1197.0 149.6

3(SUS) 9 -2836 -283 3012.7 1251.5 175.1

4(SUS) 9 -2836 -283 3012.7 1251.5 175.1

5(EXP) -122 -88 -41 239.2 -168.5 -74.4

6(EXP) -40 -29 -13 78.8 -54.5 -25.5

MAX -122/L5 -2924/L1 -324/L1 3251.9/L1 1251.5/L3 175.1/L3

540 ANC

1(OPE) -113 -4815 -324 1994.7 1083.1 538.7



2(OPE) -31 -4756 -297 1941.1 1197.0 268.6

3(SUS) 9 -4727 -283 1914.3 1251.5 139.2

4(SUS) 9 -4727 -283 1914.3 1251.5 139.2

5(EXP) -122 -88 -41 80.4 -168.5 399.5

6(EXP) -40 -29 -13 26.8 -54.5 129.4

MAX -122/L5 -4815/L1 -324/L1 1994.7/L1 1251.5/L3 538.7/L1

555 ANC

1(OPE) -113 -5390 -324 1381.3 1083.1 752.4

2(OPE) -31 -5331 -297 1379.8 1197.0 326.7

3(SUS) 9 -5302 -283 1378.4 1251.5 121.7

4(SUS) 9 -5302 -283 1378.4 1251.5 121.7

5(EXP) -122 -88 -41 2.9 -168.5 630.7

6(EXP) -40 -29 -13 1.4 -54.5 205.1

MAX -122/L5 -5390/L1 -324/L1 1381.3/L1 1251.5/L3 752.4/L1

610 X Y Z

1(OPE) 0 -10518 0 0.0 0.0 0.0

2(OPE) 0 -10569 0 0.0 0.0 0.0

3(SUS) 0 -10593 0 0.0 0.0 0.0

4(SUS) 0 -10593 0 0.0 0.0 0.0

5(EXP) 0 75 0 0.0 0.0 0.0

6(EXP) 0 24 0 0.0 0.0 0.0

MAX -10593/L3



630 ANC

1(OPE) -0 2946 349 -4365.6 -355.6 -3611.2

2(OPE) -0 2923 303 -4569.7 -401.4 -3755.7

3(SUS) 0 2912 280 -4669.3 -423.1 -3827.8

4(SUS) 0 2912 280 -4669.3 -423.1 -3827.8

5(EXP) -0 34 68 303.7 67.6 216.7

6(EXP) -0 11 22 99.6 21.7 72.1

MAX -0/L5 2946/L1 349/L1 -4669.3/L3 -423.1/L3 -3827.8/L3

635 ANC

1(OPE) 0 -731 349 -4365.6 752.3 -7129.0

2(OPE) 0 -754 303 -4569.7 560.9 -7201.4

3(SUS) 0 -765 280 -4669.3 468.0 -7237.5

4(SUS) 0 -765 280 -4669.3 468.0 -7237.5

5(EXP) 0 34 68 303.7 284.3 108.4

6(EXP) 0 11 22 99.6 92.9 36.1

MAX -765/L3 349/L1 -4669.3/L3 752.3/L1 -7237.5/L3

650

Displ. Reaction

1(OPE) 0 -3349 349 -4365.6 3064.3 7036.5

2(OPE) 0 -3372 303 -4569.7 2569.1 7114.8

3(SUS) 0 -3383 280 -4669.3 2327.7 7153.8

0 -3383 280 -4669.3 2327.7 7153.8



4(SUS)

5(EXP) 0 34 68 303.7 736.7 -117.4

6(EXP) 0 11 22 99.6 241.4 -39.1

MAX -3383/L3 349/L1 -4669.3/L3 3064.3/L1

7153.8/L3

700 X Y Z

1(OPE) 563 -13329 465 0.0 0.0 0.0

2(OPE) 747 -13302 62 0.0 0.0 0.0

3(SUS) 844 -13288 -138 0.0 0.0 0.0

4(SUS) 844 -13288 -138 0.0 0.0 0.0

5(EXP) -281 -41 602 0.0 0.0 0.0

6(EXP) -97 -14 200 0.0 0.0 0.0

MAX 844/L3 -13329/L1 602/L5

750 X Y Z

1(OPE) 0 -23474 -478 0.0 0.0 0.0

2(OPE) 0 -23373 -274 0.0 0.0 0.0

3(SUS) 0 -23325 -173 0.0 0.0 0.0

4(SUS) 0 -23325 -173 0.0 0.0 0.0

5(EXP) 0 -149 -305 0.0 0.0 0.0

6(EXP) 0 -49 -101 0.0 0.0 0.0

MAX -23474/L1 -478/L1



7.2 RESTRAINTS SUMMARY ON PIPE SUPPORT

NODE Load Case FX lb. FY lb. FZ lb. MX ft.lb.

MY ft.lb. MZ ft.lb.

130 X Y Z 1(OPE) 0 -19091 0 0.0 0.0 0.0 2(OPE) 0 -19155 0 0.0 0.0 0.0 3(SUS) 0 -19185 0 0.0 0.0 0.0 4(SUS) 0 -19185 0 0.0 0.0 0.0 5(EXP) 0 94 0 0.0 0.0 0.0 6(EXP) 0 30 0 0.0 0.0 0.0 MAX -19185/L3 175 X Y Z 1(OPE) 0 -21692 -1267 0.0 0.0 0.0 2(OPE) 0 -21583 -615 0.0 0.0 0.0 3(SUS) 0 -21528 -290 0.0 0.0 0.0 4(SUS) 0 -21528 -290 0.0 0.0 0.0 5(EXP) 0 -164 -977 0.0 0.0 0.0 6(EXP) 0 -55 -325 0.0 0.0 0.0 MAX -21692/L1 -1267/L1 190 X Y Z 1(OPE) 0 -21944 0 0.0 0.0 0.0 2(OPE) 0 -22024 0 0.0 0.0 0.0 3(SUS) 0 -22069 0 0.0 0.0 0.0 4(SUS) 0 -22069 0 0.0 0.0 0.0 5(EXP) 0 126 0 0.0 0.0 0.0 6(EXP) 0 45 0 0.0 0.0 0.0 MAX -22069/L3 210 X Y Z

1(OPE) 0 -19073 -23 0.0 0.0 0.0

2(OPE) 0 -17894 -1062 0.0 0.0 0.0 3(SUS) 0 -17672 -637 0.0 0.0 0.0 4(SUS) 0 -17560 -425 0.0 0.0 0.0 5(EXP) 0 -17560 -425 0.0 0.0 0.0 6(EXP) 0 -333 -637 0.0 0.0 0.0 MAX -112 -212



218 X Y Z 1(OPE) 0 -16693 0 0.0 0.0 0.0 2(OPE) 0 -17215 0 0.0 0.0 0.0 3(SUS) 0 -17475 0 0.0 0.0 0.0 4(SUS) 0 -17475 0 0.0 0.0 0.0 5(EXP) 0 782 0 0.0 0.0 0.0 6(EXP) 0 261 0 0.0 0.0 0.0 MAX -17475/L3 280 X Y Z 1(OPE) 1659 -35863 3426 0.0 0.0 0.0 2(OPE) 1422 -35509 1321 0.0 0.0 0.0 3(SUS) 1304 -35333 268 0.0 0.0 0.0 4(SUS) 1304 -35333 268 0.0 0.0 0.0 5(EXP) 356 -530 3158 0.0 0.0 0.0 6(EXP) 119 -177 1053 0.0 0.0 0.0 MAX 1659/L1 -35863/L1 3426/L1 490 X Y Z 1(OPE) -409 -4582 536 0.0 0.0 0.0 2(OPE) -634 -4653 508 0.0 0.0 0.0 3(SUS) -751 -4688 495 0.0 0.0 0.0 4(SUS) -751 -4688 495 0.0 0.0 0.0 5(EXP) 342 106 41 0.0 0.0 0.0 6(EXP) 117 35 13 0.0 0.0 0.0 MAX -751/L3 -4688/L3 536/L1 610 X Y Z 1(OPE) 0 -10518 0 0.0 0.0 0.0 2(OPE) 0 -10569 0 0.0 0.0 0.0 3(SUS) 0 -10593 0 0.0 0.0 0.0 4(SUS) 0 -10593 0 0.0 0.0 0.0 5(EXP) 0 75 0 0.0 0.0 0.0 6(EXP) 0 24 0 0.0 0.0 0.0 MAX -10593/L3 7.3 FLANGE LEAKAGE CALCULATION


20




1(OPE) -0 -600 0 0.0 -0.0 304.7

2(OPE) 0 -600 0 -0.0 0.0 304.7

3(SUS) -0 -600 0 0.0 0.0 304.7

4(SUS) -0 -600 0 0.0 0.0 304.7

5(EXP) -0 0 0 0.0 -0.0 0.0

6(EXP) 0 0 0 -0.0 0.0 0.0

MAX -0/L1 -600/L1 -0.0/L2 0.0/L2 304.7/L1

100

1(OPE) -676 4790 -311 994.0 416.2 -20098.7

2(OPE) -778 4722 -85 903.2 -11.9 -20239.3

3(SUS) -835 4688 27 856.6 -225.0 -20311.1

4(SUS) -835 4688 27 856.6 -225.0 -20311.1

5(EXP) 158 102 -338 137.4 641.1 212.4

6(EXP) 57 34 -112 46.5 213.1 71.9

MAX -835/L3 4790/L1 -338/L5 994.0/L1 641.1/L5 -20311.1/L3

110

1(OPE) -676 -4772 -311 994.0 -846.7 -20135.7

2(OPE) -778 -4840 -85 903.2 -357.8 -19999.4

3(SUS) -835 -4874 27 856.6 -114.0 -19933.9

4(SUS) -835 -4874 27 856.6 -114.0 -19933.9

5(EXP) 158 102 -338 137.4 -732.7 -201.7




6(EXP) 57 34 -112 46.5 -243.9 -65.5

MAX -835/L3 -4874/L3

-338/L5 994.0/L1 -846.7/L1 -20135.7/L1

150

1(OPE) -676 3702 -311 994.0 -3675.1 -15119.7

2(OPE) -778 3698 -85 903.2 -1132.6 -14653.5

3(SUS) -835 3694 27 856.6 134.7 -14417.4

4(SUS) -835 3694 27 856.6 134.7 -14417.4

5(EXP) 158 8 -338 137.4 -3809.7 -702.2

6(EXP) 57 4 -112 46.5 -1267.3 -236.1

MAX -835/L3 3702/L1 -338/L5 994.0/L1 -3809.7/L5 -15119.7/L1

160

1(OPE) -676 -5860 -311 994.0 -4937.9 -10736.8

2(OPE) -778 -5864 -85 903.2 -1478.5 -10253.3

3(SUS) -835 -5868 27 856.6 245.7 -10002.5

3(SUS) -835 -5868 27 856.6 245.7 -10002.5

4(SUS) 158 8 -338 137.4 -5183.6 -734.3

5(EXP) 57 4 -112 46.5 -1724.2 -250.8

6(EXP) -835/L3 -5868/L3

-338/L5 994.0/L1 -5183.6/L5 -10736.8/L1

MAX -676 -5860 -311 994.0 -4937.9 -10736.8

8.0 GLOBAL FORCES ELEMENT: NOT CONSIDERED



4.1 INTERNATIONAL CODES Section3.45.3 FLANGE LEAKAGE ASSESSMENT

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