pipe stress analysis report - portal.cimtas.com

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HCU HEAVY NAPHTA TO DIESEL FOR FLASH POINT OPTIMIZATION

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PIPE STRESS ANALYSIS REPORT

0 11.06.2020 FOR REVIEW R.A. S.O. S.T.

REV. ISSUE DATE REASON FOR ISSUE PREPARED

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REVISION INDEX

Rev. Date Rev. Description

11.06.2020 0 Issued for Review

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Contents

REVISION INDEX ....................................................................................................................................... 2

1.1 SCOPE OF WORK ............................................................................................................................................. 4

2 CALCULATION PROGRAM ............................................................................................................... 4

3 CODES ................................................................................................................................................ 4

4 REFERENCES .................................................................................................................................... 4

5 ASSUMPTIONS, SUPPORT DESCRIPTIONS AND CONCLUSIONS ............................................... 6

5.1 ASSUMPTIONS ................................................................................................................................................ 6 5.2 SUPPORT DESCRIPTIONS ................................................................................................................................ 7 5.3 CONCLUSIONS ................................................................................................................................................ 8

6 CALCULATION BASICS .................................................................................................................... 9

6.1 CALCULATION PROGRAM ................................................................................................................................. 9 6.2 CALCULATION RULE ......................................................................................................................................... 9

7 SYSTEM DESCRIPTION .................................................................................................................. 10

7.1 DIMENSIONS AND CALCULATION DATA: ............................................................................................................ 10 7.1.1 Pipe dimensions ................................................................................................................................. 10 7.1.2 Structrual section dimensions ............................................................................................................. 11

7.2 LINE MASSES ................................................................................................................................................ 11 7.3 COMPONENTS ............................................................................................................................................... 11

8 LOAD CASES ................................................................................................................................... 12

8.1 OVERVIEW .................................................................................................................................................... 12 8.2 GLOBAL LOADS ............................................................................................................................................. 12 8.3 SPECIFIC LOADS OF LOAD CASES ................................................................................................................... 12

9 RESULTS .......................................................................................................................................... 15

9.1 SPRING DESIGN ............................................................................................................................................ 15 9.2 STRESS EVALUATION SUMMARY ..................................................................................................................... 15 9.1 EXPANSION JOINT RESULTS ........................................................................................................................... 16 9.2 LOADS ON NOZZLES ...................................................................................................................................... 16 9.3 EXTREME LOADS ON SUPPORTS ..................................................................................................................... 16 9.4 LOADS ON SUPPORTS WITH OPERATIONAL CASES ............................................................................................ 17

10 GRAPHICAL OUTPUTS ................................................................................................................ 42

10.1 GRAPHICS / PLOTS ........................................................................................................................................ 42

11 APPENDICES ................................................................................................................................ 65

11.1 APPENDIX A-DETAIL STRESS REPORT FOR HCU HEAVY NAPHTA TO DIESEL FOR FLASH POINT OPTIMIZATION .. 65 11.2 APPENDIX B- INTERNAL PRESSURE ANALYSIS ................................................................................................ 65 11.3 APPENDIX C- STRAIGHT PIPE REQUIRED MINIMUM WALL THICKNESS CALCULATION......................................... 65

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Scope of work and results

1.1 Scope of work

For the calculation system pipes

3-P150-037-30-BA28P-NI

stress calculation has been carried out, to evaluate the system with regard to dead load, thermal expansion and additional loads. In this calculation, existing pipe lines are only used for consideration of calculation effects to new lines.

This calculation covers the analysis of:

flexibility of the pipe system geometry

stresses in pipes and fittings

pipe displacement

pipe deformations

loads on components

loads on supports

2 Calculation program The pipe stress analysis has been performed by the program Rohr2, Version 32.1.

3 Codes The calculation and the stress analysis were carried out according to ASME B31.3-2016 Edition.

4 References Following documents have been considered in this document. Here after only the document # will be referred for the below items in this document.

# DOC. REV. DESCRIPTION

1 3-P150-037-30-BA28P-NI 0 Isometric

2 6-P150-037-16-BA28P-NI (EXISTING) - 3D Smart Plant model for routing & existing support

3 6-P150-024-04-BA28P-NI (EXISTING) - 3D Smart Plant model for routing & existing support

4 000-L-EE-0020129 3 Piping Material Specification

5 000-L-EE-0020136 3 Piping Support General Specification

6 150-L-ED-0114008 X0A Piping Line List

7 150-L-ZE-0057001-015 0 Pipe Support List

Calculated system overview figure is given below:

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5 Assumptions, support descriptions and conclusions

5.1 Assumptions

After tie in points of the stress analysed lines, existing lines are inserted to stress analyses up to the point of first fix or first guide support. In graphical output section this differences can be seen.

Below assumptions are made regarding earthquake calculations in accordance with DBYBHY-2007,

o Seismic Zone No : 1

o Soil Class : Z4

o Building Importance Factor : 1.5

o Structure Type Coefficient “R” : 4.2

o Spectrum Coefficient S(T) : 2.5

Therefore, the static accelerations to be applied to the piping system are calculated as per following rates;

ax= 3.54 m/s² (0.36 g)

aZ= 1.18 m/s² (0.12 g)

ay= 3.54 m/s² (0.36 g)

Wind and snow loads are neglected.

In this document and it‘s appendices Cordinate System : +Y direction (North), +X direction (East), +Z Direction (Up)

For condition FV@190 C which is stated in “REMARKS” column in the regarding line list; checked only required straight pipe minimum wall thickness and length is assumed the longest straight pipe length (12,3m) as per ASME Sec.VIII Div.1 showed in the Appendix C. For detail see Appendix-C.

Route, dimensions, line numbers of existing line were read from SP3D model; also support types visually viewed from the SP3D model, otherwise please advise.

Valves weights are assumed as showed below table.

Size Check Valve Gate Valve Globe Valve

(kg) (kg) (kg)

3” 50 50 62

2" ‐ ‐ 36

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5.2 Support Descriptions

Supports‘ Degree of Freedoms

NODE LINE NO SUPPORT NO SUPPORT TYPE CO. SYSTEM ‐X(mm) +X(mm) ‐Y(mm) +Y(mm) ‐Z(mm) +Z(mm)

173 3‐P150‐037‐30‐BA28P‐NI POS009‐P150‐037‐30 GUIDE global No Gap No Gap Free Free Free No Gap

175 3‐P150‐037‐30‐BA28P‐NI POS010‐P150‐037‐30 GUIDE global Free Free No Gap No Gap Free No Gap

81 6‐P150‐024‐04‐BA28P‐NI (EXISTING2) EXISTING SUPPORT‐2 GUIDE global Free Free No Gap No Gap Free No Gap

161 4‐P150‐037‐16‐BA28P‐NI (EXISTING) EXISTING SUPPORT‐1 GUIDE global Free Free No Gap No Gap Free No Gap

167 4‐P150‐037‐16‐BA28P‐NI (EXISTING) POS001‐P150‐037‐16 (EXISTING)

AXIAL STOP + GUIDE global No Gap No Gap No Gap No Gap Free No Gap





185 3‐P150‐037‐30‐BA28P‐NI POS014‐P150‐037‐30 AXIAL STOP + GUIDE global No Gap No Gap No Gap No Gap Free No Gap






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NODE LINE NO SUPPORT NO SUPPORT TYPE CO. SYSTEM ‐X(mm) +X(mm) ‐Y(mm) +Y(mm) ‐Z(mm) +Z(mm)

215 6‐P150‐024‐04‐BA28P‐NI (EXISTING2)

POS001‐P150‐039‐03 (EXISTING)

AXIAL STOP + GUIDE global No Gap No Gap No Gap No Gap Free No Gap

217 3‐P150‐037‐30‐BA28P‐NI POS013‐P150‐037‐30 GUIDE global No Gap No Gap Free Free Free No Gap



Density of steam is assumed as 2,8 kg/m³.

Cordinate System : +Y direction (North), +X direction (East), +Z Direction (Up)

Supports are evaluated based on functionality.

5.3 Conclusions

Sustained, expansion, occasional stress results are under the code limits at all internal pressure design conditions.

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6 Calculation Basics

6.1 Calculation program

The pipe stresses have been calculated using the program ROHR2, rev. 32.1.

A detailed description of both, the theoretical aspects and its practical application is given in the ROHR2-manual. The program provides solutions for static and dynamic analysis of 3-D pipe systems and gene-ral framework structures.

6.2 Calculation rule

The calculation was carried out acc. to ASME B31.3.

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7 System description This calculation includes the following lines / drawings:

3-P150-037-30-BA28P-NI 6-P150-024-04-BA28P-NI

(EXISTING2) 4-P150-037-16-BA28P-NI (EXISTING)

The following general parameters were considered:

Density of medium: 735.0 kg/m³, 0.0 kg/m³

Assembly temperature: 18.0 °C

The density of medium is considered for the calculation of the line masses of the pipes. The thermal expansion is calculated due to the difference between assembly temperature and operation temperature.

7.1 Dimensions and calculation data:

7.1.1 Pipe dimensions

Dimension Da [mm]

s [mm]

Material

Insul.thickn. [mm]

Tin-plate [mm]

Calc. temp. [°C]

Calc. pressure [bar(g)]

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Dimension Da [mm]

s [mm]

Material

Insul.thickn. [mm]

Tin-plate [mm]

Calc. temp. [°C]

Calc. pressure [bar(g)]

NPS2.0 60.33 5.54 SA106B 0.00 0.00 190.0 20.50 NPS3.0 88.90 5.49 SA106B 0.00 0.00 190.0 20.50 NPS4.0 114.30 6.02 SA106B 0.00 0.00 190.0 20.50 NPS6.0 168.27 7.11 SA106B 0.00 0.00 190.0 20.50

7.1.2 Structrual section dimensions

7.2 Line masses

The following table shows the line masses of the pipes consisting of pipe weight and insulation weight. <----------Dimension [mm]----------> <-----------Density [kg/m³]-----------> <------------Line mass [kg/m]------------>

DA S Ins Jack Pipe Ins Jack Med Pipe Ins Med Total168.27 7.11 0 0.0 7750 0 0 0 27.9 0.0 0.0 27.9114.30 6.02 0 0.0 7750 0 0 0 15.9 0.0 0.0 15.9

88.90 5.49 0 0.0 7750 0 0 0 11.1 0.0 0.0 11.160.33 5.54 0 0.0 7750 0 0 0 7.4 0.0 0.0 7.4

Under consideration of the density of the medium from load case Dead weight the following line masses are determined: <----------Dimension [mm]----------> <-----------Density [kg/m³]-----------> <------------Line mass [kg/m]------------>

DA S Ins Jack Pipe Ins Jack Med Pipe Ins Med Total168.27 7.11 0 0.0 7750 0 0 735 27.9 0.0 13.7 41.6114.30 6.02 0 0.0 7750 0 0 735 15.9 0.0 6.0 21.9

88.90 5.49 0 0.0 7750 0 0 735 11.1 0.0 3.5 14.688.90 5.49 0 0.0 7750 0 0 0 11.1 0.0 0.0 11.160.33 5.54 0 0.0 7750 0 0 735 7.4 0.0 1.4 8.8

7.3 Components

The following components are considered by the calculation:

Instruments: Nominal diameter

Design pressure [bar(g)]

Length [mm]

Weight

[kg]

Description

NPS3 64.00 318 62.00 3" GATE VALVE NPS2 16.00 267 36.00 2" GLOBE VALVE NPS3 64.00 272 62.00 3 GLOBE VALVE NPS3 64.00 282 50.00 NPS3 64.00 318 50.00

Flanges: Dimension Norm PN

[bar(g)]Weight

[kg]NPS3 ASME B16.5 300 51.02 6.80NPS2 ASME B16.5 300 51.02 4.08

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8 Load cases

8.1 Overview

The calculation includes the following load cases (LC):

Loadcase Category Type of Calculation Dead load Primary loads - Dead load Theory 1. order Operation1 Secondary loads - Thermal expansion Nonlinear boundary conditions 1. order Steam Out Con1 Secondary loads - Thermal expansion Nonlinear boundary conditions 1. order Operation2 Secondary loads - Thermal expansion Nonlinear boundary conditions 1. order Earthquake Occasional primary loads - Earthquake

static Theory 1. order

Pressure test Primary loads - Pressure test Theory 1. order

8.2 Global loads

The following global loads are taken into consideration for the different loadcases:

Loadcase axial thermal

expansion

axial expansion due

to operation pressure

Upward bend due to

operation pressure

Acceleration due to gravity

Friction Forces due to

internal pressure

Dead load x x Operation1 x x x x x Steam Out Con1 x x x x x Operation2 x x x x x Earthquake Pressure test x x

8.3 Specific loads of load cases

Dead load

This load case includes loads from internal pressure, and weight from pipe, insulation and medium. In addition loads from internal pressure and forces due to internal pressure at axial expansion joints are taken into consideration.

Dead load Operation data

Operation pressure [bar(g)]

Operation temperature

[°C]

Density medium [kg/m³]

used in Pipeline

20.50 190.0 735.0 4-P150-037-16-BA28P-NI (EXISTING), 3-P150-037-30-BA28P-NI, 6-P150-024-04-BA28P-NI (EXISTING2)


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Operation1 Operation data



[°C]


used in Pipeline



Steam Out Con1 Operation data



[°C]


used in Pipeline



Operation2 Operation data



[°C]


used in Pipeline



Earthquake Operation data



[°C]


used in Pipeline



Accelerations Acceleration in X: 3.540 m/s². Acceleration in Y: 3.540 m/s². Acceleration in Z: 1.180 m/s². Pressure test

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Operation data



[°C]


used in Pipeline



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9 Results

9.1 Spring Design

There is no spring support on the pipelines.

9.2 Stress evaluation summary

ASME B31.3 Ana lysis

Eq. Description Load cases Node S-total [N/mm²]

S-allow. [N/mm²]

Util. [%]

01 SL Sustained loads Dead load 5 37.2 137.4 27.102 SE Secondary loads considering stress

reserves from sustained loads Dead load, Temp. loads

235 92.2 331.4 27.8

03 SOL

Occasional loads Dead load, Earthquake-XYZ

79 69.4 182.7 38.0

04 SLP Primary stresses, category P (pressure test)

Pressure test 5 69.1 241.3 28.6

Figure.: Stress analysis, equation 1

For the lifetime independent equations the allowable loads were determined, based on 7000 load cycles.

The calculation of the allowable and calculated stresses are listed in ROHR2 output ”Stresses”.

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9.1 Expansion joint results

There is no expansion joint on the pipelines.

9.2 Loads on nozzles

There is no expansion joint on the pipelines. The complete results can be found in the ROHR2 output file “Nozzle loads“.

9.3 Extreme loads on supports

Node Section Line Description CS QX

[kN]QY

[kN] QZ

[kN] MX

[kNm]MY

[kNm]MZ

[kNm]167 ST 4-P150-037-16-BA28P-

NI (EXISTING) POS001-P150-037-16 (EXISTING)

g -1.382 -0.526 -0.635 0.000 0.000 0.000

173 AR 3-P150-037-30-BA28P-NI

POS009-P150-037-30

g -0.877 0.155 -0.986 0.000 0.000 0.000

175 AR 3-P150-037-30-BA28P-NI

POS010-P150-037-30

g -0.304 -0.915 -0.728 0.000 0.000 0.000

177 AR 3-P150-037-30-BA28P-NI

POS011-P150-037-30

g -0.222 0.309 -0.808 0.000 0.000 0.000

179 AR 3-P150-037-30-BA28P-NI

POS012-P150-037-30

g -0.309 -0.747 -1.498 0.000 0.000 0.000

181 AR 3-P150-037-30-BA28P-NI

POS004-P150-037-30

g 1.124 3.116 -0.739 0.000 0.000 0.000

183 AR 3-P150-037-30-BA28P-NI

POS003-P150-037-30

g 1.065 -3.347 -0.553 0.000 0.000 0.000

185 ST 3-P150-037-30-BA28P-NI

POS014-P150-037-30

g -0.284 0.963 2.555 0.000 0.000 0.000

207 AR 3-P150-037-30-BA28P-NI

POS008-P150-037-30

g -0.295 0.650 -0.964 0.000 0.000 0.000

197 AR 3-P150-037-30-BA28P-NI

POS007-P150-037-30

g -0.816 0.235 -3.734 0.000 0.000 0.000

189 ST 3-P150-037-30-BA28P-NI

POS006-P150-037-30

g 2.047 -0.558 -3.898 0.000 0.000 0.000

215 ST 6-P150-024-04-BA28P-NI (EXISTING2)

POS001-P150-039-03 (EXISTING)

g -2.889 -1.495 -3.108 -0.000 -0.000 -0.000

217 AR 3-P150-037-30-BA28P-NI

POS013-P150-037-30

g 2.008 -0.514 -0.970 0.000 0.000 0.000

211 ST 3-P150-037-30-BA28P-NI

POS015-P150-037-30

g 1.441 0.799 -5.143 0.000 0.000 0.000

225 ST 3-P150-037-30-BA28P-NI

POS005-P150-037-30

g -1.105 0.685 -1.091 0.000 0.000 0.000

223 ST 3-P150-037-30-BA28P-NI

POS002-P150-037-30

g -1.156 0.398 0.951 0.000 0.000 0.000

205 ST 3-P150-037-30-BA28P-NI

POS001-P150-037-30

g -0.380 0.221 -2.671 -0.000 -0.000 0.000

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9.4 Loads on supports with operational cases

The support loads are listed below as regard to operational cases. I N P U T S ‐‐ Program ROHR2 CIMT/32.1 ‐‐ Page 1

Commiss. THTF058 Date 06/12/20 11:29:14

CCC ************************************************************ CCC

CCC Support loads CCC

CCC ************************************************************ CCC

I N P U T R E C O R D ANALYSIS OF RESULTS

================================

COMBINATION OF LOAD CASES CALCULATED BY ROHR2

with program ROHR2 Version 32.1

THE CALCULATION IS ONLY CARRIED OUT FOR THE FOLLOWING POINTS:

Line Point Pos Text for section Coordinate system

12 167 S Guide support + axial...

13 161 S EXISTING SUPPORT‐1

23 173 S POS009‐P150‐037‐30

23 175 S POS010‐P150‐037‐30

23 177 S POS011‐P150‐037‐30

23 179 S POS012‐P150‐037‐30

21 181 S POS004‐P150‐037‐30

21 183 S POS003‐P150‐037‐30

23 185 S POS014‐P150‐037‐30

23 207 S POS008‐P150‐037‐30

15 197 S POS007‐P150‐037‐30

14 189 S POS006‐P150‐037‐30

18 215 S Axial stop + guide su...

7 81 S EXISTING SUPPORT‐2

23 217 S POS013‐P150‐037‐30

17 211 S POS015‐P150‐037‐30

21 225 S POS005‐P150‐037‐30

21 223 S POS002‐P150‐037‐30

16 205 S POS001‐P150‐037‐30

THE FOLLOWING LOAD CASES ARE TO BE CONSIDERED:

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Lc‐File Lc‐Array Lc‐Name calculated at:

deadl1.erg G1 Dead load 06/12/20 11:29:06

temp1.erg T1 Operation1 06/12/20 11:29:07


earthq1.erg EB00 Earthquake_X 06/12/20 11:29:10

earthq1.erg EB01 Earthquake_Y 06/12/20 11:29:10

earthq1.erg EB02 Earthquake_Z 06/12/20 11:29:10

htest1.erg P1 Pressure test 06/12/20 11:29:12

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R E S U L T S ‐‐ Program ROHR2 CIMT/32.1 ‐‐ Page 2


S U P E R P O S I T I O N S P E C I F I C A T I O N

Ex‐array XM Extr. Dead load = FEST by :

Lc‐array G1 Loadc. Dead load * 1.00

Ex‐array XOP Extr. Operation = FEST by :

Lc‐array T1 Loadc. Operation1 * 1.00

Ex‐array XOP1 Extr. Operation1 = FEST by :


Lc‐array EQRMS Loadc. Earthquake‐XYZ = SRSS by :

Lc‐array EB00 Loadc. Earthquake_X * 1.00

+ Lc‐array EB01 Loadc. Earthquake_Y * 1.00

+ Lc‐array EB02 Loadc. Earthquake_Z * 1.00

Ex‐array XEQ Extr. Earthquake = GRWE by :

Lc‐array EQRMS Loadc. Earthquake‐XYZ * 1.00

Ex‐array XM1 Extr. Deadl/Oper.‐Ext. = SAFE by :

+ Ex‐array XM Extr. Dead load * 1.00

+ Ex‐array XOP Extr. Operation * 1.00

+ Ex‐array XOP1 Extr. Operation1 * 1.00

Lc‐array OPMAX Loadc. Deadl/Oper.‐Max = MAXIMUM by :

Ex‐array XM1 Extr. Deadl/Oper.‐Ext. * 1.00

Lc‐array OPMIN Loadc. Deadl/Oper.‐Min = MINIMUM by :

Ex‐array XM1 Extr. Deadl/Oper.‐Ext. * 1.00

Ex‐array XXOCC Extr. OC(Dead load) = SAFR by :

+ Ex‐array XEQ Extr. Earthquake * 1.00

Ex‐array XXOCC1 Extr. Dead load+OC = FEST by :

+ Ex‐array XM Extr. Dead load * 1.00

+ Ex‐array XXOCC Extr. OC(Dead load) * 1.00

Ex‐array XXOCC2 Extr. OC(Operation) = SAFR by :


Ex‐array XXOCC3 Extr. Operation+OC = FEST by :

+ Ex‐array XOP Extr. Operation * 1.00

+ Ex‐array XXOCC2 Extr. OC(Operation) * 1.00

Ex‐array XXOCC4 Extr. OC(Operation1) = SAFR by :


Ex‐array XXOCC5 Extr. Operation1+OC = FEST by :

+ Ex‐array XOP1 Extr. Operation1 * 1.00

+ Ex‐array XXOCC4 Extr. OC(Operation1) * 1.00

Ex‐array EXT Extr. Extreme val‐Ext = SAFE by :

+ Ex‐array XM1 Extr. Deadl/Oper.‐Ext. * 1.00

+ Ex‐array XXOCC1 Extr. Dead load+OC * 1.00

+ Ex‐array XXOCC3 Extr. Operation+OC * 1.00

+ Ex‐array XXOCC5 Extr. Operation1+OC * 1.00

Lc‐array LFMAX Loadc. Extreme val‐Max = MAXIMUM by :

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Ex‐array EXT Extr. Extreme val‐Ext * 1.00

Lc‐array LFMIN Loadc. Extreme val‐Min = MINIMUM by :


Lc‐array LFEXT Loadc. Extreme value = EXTREMUM by :


New page

Output of load case arrays:

Lc‐array G1 Loadc. Dead load


Lc‐array T1 Loadc. Operation1


Lc‐array T3 Loadc. Operation2


Lc‐array EB00 Loadc. Earthquake_X


Lc‐array EB01 Loadc. Earthquake_Y

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THTF-2018-058

UNIT Nº

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54TH58-SS-115-001

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21/65

STAR DOCUMENT No.

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REV 0




Lc‐array EB02 Loadc. Earthquake_Z

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐


Lc‐array LFEXT Loadc. Extreme value


Lc‐array P1 Loadc. Pressure test

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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THTF-2018-058

UNIT Nº

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54TH58-SS-115-001

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L i n e 12 P o i n t 167 ST

Support in Absolute Coordinate System

Guide support + axial stop


LoadCase WX WY WZ AQX AQY AQZ

PX PY PZ AMX AMY AMZ

mm mm mm kN kN kN

mrad mrad mrad kNm kNm kNm

Dead load 0.00 0.00 0.00 0.092 0.014 ‐0.458

‐0.06 0.62 ‐0.00 0.000 0.000 0.000

Operation1 0.00 0.00 0.00 ‐0.646 ‐0.215 ‐0.056

1.46 ‐0.51 ‐0.46 0.000 0.000 0.000

Operation2 0.00 0.00 0.00 ‐0.238 ‐0.011 ‐0.345

0.07 0.36 ‐0.04 0.000 0.000 0.000

Earthquake_X 0.00 0.00 0.00 0.670 0.028 ‐0.029

0.11 0.03 ‐0.08 0.000 0.000 0.000

Earthquake_Y 0.00 0.00 0.00 0.306 0.310 0.166

‐1.47 ‐0.17 0.98 0.000 0.000 0.000

Earthquake_Z 0.00 0.00 0.00 ‐0.011 ‐0.002 0.055

0.01 ‐0.07 0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 0.00 0.00 0.00 ‐1.382 ‐0.526 ‐0.635

2.93 0.81 ‐1.44 0.000 0.000 0.000

Pressure test 0.00 0.00 0.00 0.100 0.016 ‐0.473

‐0.07 0.61 0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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THTF-2018-058

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54TH58-SS-115-001

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23/65

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150-L-ZE-0097001-015

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L i n e 13 P o i n t 161 AR EXISTING SUPPORT‐1


Axial stop + guide support Ya, vertical pipe



mm mm mm kN kN kN


Dead load 0.39 ‐0.00 ‐0.00 0.000 ‐0.021 ‐0.852

0.01 ‐0.66 0.00 0.000 0.000 0.000

Operation1 4.46 0.00 ‐0.03 0.287 0.110 ‐0.847

1.06 ‐0.19 ‐0.31 0.000 0.000 0.000

Operation2 0.36 ‐0.00 ‐0.03 0.280 ‐0.007 ‐0.927

0.09 0.19 ‐0.02 0.000 0.000 0.000

Earthquake_X 0.03 ‐0.00 ‐0.00 0.000 ‐0.046 ‐0.010

0.28 ‐0.05 ‐0.06 0.000 0.000 0.000

Earthquake_Y ‐0.05 0.00 0.00 0.000 0.219 0.032

‐2.24 0.09 0.54 0.000 0.000 0.000

Earthquake_Z ‐0.05 0.00 0.00 0.000 0.002 0.102

‐0.00 0.08 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 4.54 0.00 ‐0.03 0.287 0.334 ‐1.035

3.32 ‐0.78 ‐0.86 0.000 0.000 0.000

Pressure test 0.38 ‐0.00 ‐0.00 0.000 ‐0.023 ‐0.879

0.00 ‐0.64 0.01 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

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24/65

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0



L i n e 23 P o i n t 173 AR POS009‐P150‐037‐30


Guide support



mm mm mm kN kN kN


Dead load ‐0.00 ‐0.55 ‐0.00 ‐0.017 0.000 ‐0.773

0.15 ‐0.33 0.26 0.000 0.000 0.000

Operation1 ‐0.02 5.11 1.33 ‐0.535 0.155 0.041

3.43 3.48 ‐3.85 0.000 0.000 0.000

Operation2 ‐0.00 0.00 ‐0.02 ‐0.073 0.022 ‐0.653

0.57 ‐0.01 ‐0.14 0.000 0.000 0.000

Earthquake_X 0.00 0.06 ‐0.00 0.342 0.000 ‐0.076

‐0.23 ‐1.45 1.40 0.000 0.000 0.000

Earthquake_Y ‐0.00 2.95 0.00 ‐0.021 0.000 0.176

‐0.75 ‐0.66 0.71 0.000 0.000 0.000

Earthquake_Z 0.00 0.07 0.00 0.002 0.000 0.093

‐0.02 0.04 ‐0.03 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value ‐0.02 8.06 1.33 ‐0.877 0.155 ‐0.986

4.21 5.07 ‐5.42 0.000 0.000 0.000

Pressure test ‐0.00 ‐0.57 ‐0.00 ‐0.018 0.000 ‐0.840

0.16 ‐0.33 0.27 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

THTF058


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THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

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25/65

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0





Guide support



mm mm mm kN kN kN


Dead load ‐0.17 0.00 ‐0.00 0.000 0.030 ‐0.603

‐0.48 ‐0.74 ‐0.01 0.000 0.000 0.000

Operation1 ‐19.73 ‐0.01 ‐0.02 ‐0.304 ‐0.460 ‐0.553

‐4.85 ‐0.58 ‐0.82 0.000 0.000 0.000

Operation2 ‐2.11 ‐0.00 ‐0.02 ‐0.191 ‐0.035 ‐0.602

‐1.04 ‐0.70 ‐0.08 0.000 0.000 0.000

Earthquake_X 5.73 ‐0.00 ‐0.00 0.000 ‐0.024 ‐0.039

0.27 ‐0.26 0.26 0.000 0.000 0.000

Earthquake_Y 0.04 0.00 ‐0.00 0.000 0.455 ‐0.095

2.80 ‐0.21 ‐0.51 0.000 0.000 0.000

Earthquake_Z 0.02 ‐0.00 0.00 0.000 ‐0.004 0.073

0.06 0.09 0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value ‐25.46 ‐0.01 ‐0.02 ‐0.304 ‐0.915 ‐0.728

‐7.66 ‐1.09 ‐1.38 0.000 0.000 0.000

Pressure test ‐0.18 0.00 ‐0.00 0.000 0.033 ‐0.655

‐0.50 ‐0.76 ‐0.02 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

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26/65

STAR DOCUMENT No.

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REV 0





Guide support



mm mm mm kN kN kN


Dead load ‐0.17 ‐0.00 ‐0.00 0.000 ‐0.003 ‐0.691

‐0.34 1.07 0.00 0.000 0.000 0.000

Operation1 ‐13.15 0.00 ‐0.02 ‐0.222 0.095 ‐0.646

‐4.07 0.83 0.81 0.000 0.000 0.000

Operation2 ‐1.37 0.00 ‐0.02 ‐0.208 0.011 ‐0.682

‐0.82 0.99 0.09 0.000 0.000 0.000

Earthquake_X 5.73 0.00 0.00 0.000 0.044 0.077

0.21 ‐0.04 ‐0.05 0.000 0.000 0.000

Earthquake_Y 0.04 0.00 0.00 0.000 0.210 0.029

2.31 0.06 0.43 0.000 0.000 0.000

Earthquake_Z 0.02 0.00 0.00 0.000 0.000 0.083

0.04 ‐0.13 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value ‐18.88 0.00 ‐0.02 ‐0.222 0.309 ‐0.808

‐6.39 1.21 1.25 0.000 0.000 0.000

Pressure test ‐0.18 ‐0.00 ‐0.00 0.000 ‐0.004 ‐0.751

‐0.35 1.09 0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

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27/65

STAR DOCUMENT No.

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REV 0





Guide support



mm mm mm kN kN kN


Dead load ‐0.17 0.00 ‐0.00 0.000 0.004 ‐0.774

‐0.06 ‐0.88 0.03 0.000 0.000 0.000

Operation1 ‐0.01 ‐0.01 ‐0.04 ‐0.309 ‐0.426 ‐1.174

‐2.52 0.21 ‐3.23 0.000 0.000 0.000

Operation2 0.09 ‐0.00 ‐0.03 0.265 ‐0.051 ‐0.835

‐0.36 ‐0.69 ‐0.35 0.000 0.000 0.000

Earthquake_X 5.72 ‐0.00 ‐0.00 0.000 ‐0.085 ‐0.310

0.09 0.75 ‐0.23 0.000 0.000 0.000

Earthquake_Y 0.04 0.00 ‐0.00 0.000 0.309 ‐0.016

1.33 0.07 ‐0.13 0.000 0.000 0.000

Earthquake_Z 0.02 ‐0.00 0.00 0.000 ‐0.000 0.093

0.01 0.11 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value ‐5.90 ‐0.01 ‐0.04 ‐0.309 ‐0.747 ‐1.498

‐3.85 ‐1.65 ‐3.50 0.000 0.000 0.000

Pressure test ‐0.18 0.00 ‐0.00 0.000 0.004 ‐0.841

‐0.06 ‐0.91 0.03 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

28/65

STAR DOCUMENT No.

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REV 0





Guide support



mm mm mm kN kN kN


Dead load 0.00 0.00 ‐0.00 0.000 0.005 ‐0.364

0.03 ‐1.75 ‐0.00 0.000 0.000 0.000

Operation1 10.91 0.10 ‐0.02 1.124 3.092 ‐0.653

‐0.31 ‐4.76 2.14 0.000 0.000 0.000

Operation2 1.22 0.01 ‐0.01 0.226 0.357 ‐0.396

0.00 ‐2.01 0.25 0.000 0.000 0.000

Earthquake_X 0.00 ‐0.00 ‐0.00 0.000 ‐0.006 ‐0.006

0.00 ‐0.05 0.00 0.000 0.000 0.000

Earthquake_Y 0.00 ‐0.00 0.00 0.000 ‐0.023 0.074

0.17 ‐0.18 ‐0.06 0.000 0.000 0.000

Earthquake_Z ‐0.00 ‐0.00 0.00 0.000 ‐0.001 0.044

‐0.00 0.21 0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 10.92 0.10 ‐0.02 1.124 3.116 ‐0.739

‐0.48 ‐5.04 2.20 0.000 0.000 0.000

Pressure test 0.00 0.00 ‐0.00 0.000 0.006 ‐0.395

0.04 ‐1.80 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

THTF058


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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

29/65

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0





Guide support



mm mm mm kN kN kN


Dead load ‐0.00 ‐0.00 ‐0.00 0.000 ‐0.004 ‐0.385

‐0.01 ‐1.74 ‐0.00 0.000 0.000 0.000

Operation1 10.91 ‐0.10 ‐0.01 1.065 ‐3.094 ‐0.456

‐0.01 ‐4.95 ‐2.14 0.000 0.000 0.000

Operation2 1.22 ‐0.01 ‐0.01 0.227 ‐0.359 ‐0.396

‐0.01 ‐2.01 ‐0.23 0.000 0.000 0.000

Earthquake_X 0.00 0.00 0.00 0.000 0.005 0.001

0.01 ‐0.03 0.00 0.000 0.000 0.000

Earthquake_Y ‐0.00 0.00 ‐0.00 0.000 0.253 ‐0.085

0.07 ‐0.02 ‐0.09 0.000 0.000 0.000

Earthquake_Z 0.00 0.00 0.00 0.000 0.001 0.046

0.00 0.21 0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 10.91 ‐0.10 ‐0.01 1.065 ‐3.347 ‐0.553

‐0.08 ‐5.16 ‐2.23 0.000 0.000 0.000

Pressure test ‐0.00 ‐0.00 ‐0.00 0.000 ‐0.005 ‐0.419

‐0.01 ‐1.79 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

THTF058


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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

30/65

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0



L i n e 23 P o i n t 185 ST POS014‐P150‐037‐30





mm mm mm kN kN kN


Dead load 0.00 0.00 0.00 ‐0.007 0.002 ‐0.602

‐0.15 0.14 0.02 0.000 0.000 0.000

Operation1 0.00 0.00 0.00 ‐0.062 0.371 2.219

8.08 ‐3.41 ‐0.01 0.000 0.000 0.000

Operation2 0.00 0.00 0.00 ‐0.017 0.195 ‐0.271

0.79 ‐0.37 ‐0.01 0.000 0.000 0.000

Earthquake_X 0.00 0.00 0.00 0.222 0.062 ‐0.024

0.14 ‐3.29 ‐1.03 0.000 0.000 0.000

Earthquake_Y 0.00 0.00 0.00 ‐0.013 0.589 ‐0.327

‐0.50 0.01 ‐0.00 0.000 0.000 0.000

Earthquake_Z 0.00 0.00 0.00 0.001 ‐0.000 0.072

0.02 ‐0.02 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 0.00 0.00 0.00 ‐0.284 0.963 2.555

8.59 ‐6.69 1.05 0.000 0.000 0.000

Pressure test 0.00 0.00 0.00 ‐0.007 0.001 ‐0.650

‐0.14 0.14 0.02 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

31/65

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0





Guide support



mm mm mm kN kN kN


Dead load 0.19 ‐0.00 ‐0.00 0.000 ‐0.047 ‐0.453

0.17 ‐0.12 0.18 0.000 0.000 0.000

Operation1 ‐4.96 0.00 ‐0.03 ‐0.295 0.131 ‐0.854

‐0.70 ‐3.26 ‐3.06 0.000 0.000 0.000

Operation2 ‐0.00 ‐0.00 ‐0.02 ‐0.137 ‐0.050 ‐0.529

0.01 ‐0.55 ‐0.08 0.000 0.000 0.000

Earthquake_X 2.65 ‐0.00 0.00 0.000 ‐0.080 0.075

‐0.09 ‐0.23 0.26 0.000 0.000 0.000

Earthquake_Y 1.42 0.00 ‐0.00 0.000 0.513 ‐0.059

‐1.68 ‐1.06 2.86 0.000 0.000 0.000

Earthquake_Z ‐0.02 0.00 0.00 0.000 0.006 0.054

‐0.02 0.01 ‐0.02 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value ‐7.96 0.00 ‐0.03 ‐0.295 0.650 ‐0.964

‐2.38 ‐4.35 ‐5.93 0.000 0.000 0.000

Pressure test 0.19 ‐0.00 ‐0.00 0.000 ‐0.052 ‐0.491

0.17 ‐0.12 0.19 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

32/65

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0





Axial stop + guide support Ya, vertical pipe



mm mm mm kN kN kN


Dead load 0.04 0.00 ‐0.00 0.000 0.009 ‐1.465

‐0.11 0.02 0.02 0.000 0.000 0.000

Operation1 ‐1.22 0.00 ‐0.08 ‐0.816 0.042 ‐2.683

0.41 ‐1.35 ‐0.07 0.000 0.000 0.000

Operation2 ‐0.00 0.00 ‐0.05 ‐0.115 0.002 ‐1.463

‐0.11 ‐0.11 0.08 0.000 0.000 0.000

Earthquake_X 0.95 ‐0.00 0.00 0.000 ‐0.012 1.009

‐0.12 0.78 0.09 0.000 0.000 0.000

Earthquake_Y ‐0.04 0.00 ‐0.00 0.000 0.193 ‐0.231

‐2.09 ‐0.05 0.83 0.000 0.000 0.000

Earthquake_Z ‐0.00 ‐0.00 0.00 0.000 ‐0.001 0.176

0.01 ‐0.00 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value ‐2.17 0.00 ‐0.08 ‐0.816 0.235 ‐3.734

2.50 ‐2.13 0.91 0.000 0.000 0.000

Pressure test 0.04 0.00 ‐0.00 0.000 0.010 ‐1.496

‐0.11 0.03 0.02 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

33/65

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0





Axial stop + guide support Xa+Ya, vertical pipe



mm mm mm kN kN kN


Dead load ‐0.00 0.00 ‐0.00 0.027 0.015 ‐1.981

‐0.13 0.08 0.01 0.000 0.000 0.000

Operation1 ‐0.00 0.00 ‐0.00 0.828 ‐0.016 ‐2.716

0.58 1.07 ‐0.12 0.000 0.000 0.000

Operation2 ‐0.00 ‐0.00 ‐0.00 0.229 0.034 ‐2.217

‐0.18 0.38 0.02 0.000 0.000 0.000

Earthquake_X 0.00 0.00 ‐0.00 1.219 0.039 ‐1.154

‐0.22 2.55 0.03 0.000 ‐0.000 0.000

Earthquake_Y 0.00 ‐0.00 ‐0.00 ‐0.037 0.540 0.087

‐3.03 ‐0.12 0.40 ‐0.000 0.000 0.000

Earthquake_Z ‐0.00 0.00 0.00 ‐0.003 ‐0.002 0.238

0.02 ‐0.01 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value ‐0.00 0.00 ‐0.00 2.047 0.575 ‐3.898

3.62 3.62 ‐0.53 0.000 0.000 0.000

Pressure test ‐0.00 0.00 0.00 0.029 0.017 ‐2.030

‐0.13 0.08 0.01 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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L i n e 18 P o i n t 215 ST






mm mm mm kN kN kN


Dead load 0.00 0.00 ‐0.00 ‐0.246 ‐0.312 ‐0.757

‐0.70 ‐0.36 ‐0.45 0.000 ‐0.000 ‐0.000

Operation1 ‐0.00 ‐0.00 0.00 ‐2.191 ‐1.100 ‐2.513

2.20 ‐1.84 1.75 ‐0.000 ‐0.000 0.000

Operation2 0.00 0.00 0.00 ‐0.341 ‐0.415 ‐0.858

‐0.26 ‐0.32 ‐0.12 0.000 0.000 ‐0.000

Earthquake_X ‐0.00 ‐0.00 0.00 0.692 0.391 0.576

‐0.65 1.06 ‐0.52 ‐0.000 0.000 0.000

Earthquake_Y ‐0.00 ‐0.00 0.00 ‐0.090 ‐0.048 ‐0.123

‐0.48 ‐0.14 ‐0.34 ‐0.000 ‐0.000 ‐0.000

Earthquake_Z ‐0.00 ‐0.00 0.00 0.030 0.038 0.091

0.08 0.04 0.05 0.000 0.000 ‐0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value ‐0.00 0.00 0.00 ‐2.889 ‐1.495 ‐3.108

3.01 ‐2.91 2.37 ‐0.000 ‐0.000 ‐0.000

Pressure test 0.00 ‐0.00 ‐0.00 ‐0.253 ‐0.322 ‐0.801

‐0.67 ‐0.34 ‐0.44 0.000 ‐0.000 ‐0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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L i n e 7 P o i n t 81 AR EXISTING SUPPORT‐2


Guide support



mm mm mm kN kN kN


Dead load ‐0.19 0.00 ‐0.00 0.000 0.347 ‐0.116

‐1.16 ‐0.00 ‐0.48 0.000 0.000 0.000

Operation1 0.47 0.01 0.02 0.989 1.069 2.239

0.59 1.63 1.67 0.000 0.000 0.000

Operation2 ‐0.00 0.00 0.00 ‐0.040 0.435 0.057

‐0.84 0.16 ‐0.15 0.000 0.000 0.000

Earthquake_X 0.55 ‐0.00 ‐0.00 0.000 ‐0.293 ‐0.309

‐0.08 ‐0.04 ‐0.49 0.000 0.000 0.000

Earthquake_Y ‐0.07 0.00 0.00 0.000 0.526 0.209

‐0.56 0.00 ‐0.34 0.000 0.000 0.000

Earthquake_Z 0.02 ‐0.00 0.00 0.000 ‐0.042 0.014

0.14 0.00 0.06 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 1.03 0.01 0.02 0.989 1.673 2.613

‐1.74 1.67 2.27 0.000 0.000 0.000

Pressure test ‐0.18 0.00 ‐0.00 0.000 0.357 ‐0.132

‐1.11 ‐0.00 ‐0.46 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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mm mm mm kN kN kN


Dead load 0.00 ‐0.00 ‐0.00 0.004 0.000 ‐0.520

‐0.01 0.17 0.00 0.000 0.000 0.000

Operation1 0.03 ‐7.80 ‐0.02 1.061 ‐0.514 ‐0.651

‐3.83 ‐6.08 0.53 0.000 0.000 0.000

Operation2 0.01 ‐0.88 ‐0.02 0.167 ‐0.206 ‐0.521

‐0.45 ‐0.74 0.12 0.000 0.000 0.000

Earthquake_X 0.00 0.00 0.00 0.947 0.000 0.312

‐0.41 ‐4.94 1.46 0.000 0.000 0.000

Earthquake_Y 0.00 0.00 0.00 0.024 0.000 0.017

0.43 0.04 0.11 0.000 0.000 0.000

Earthquake_Z ‐0.00 0.00 0.00 ‐0.000 0.000 0.063

0.00 ‐0.02 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 0.03 ‐7.80 ‐0.02 2.008 ‐0.514 ‐0.970

‐4.42 ‐11.02 1.99 0.000 0.000 0.000

Pressure test 0.00 ‐0.00 ‐0.00 0.004 0.000 ‐0.565

‐0.01 0.17 0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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mm mm mm kN kN kN


Dead load 0.00 0.00 ‐0.00 0.250 ‐0.039 ‐1.801

‐0.43 0.02 0.05 ‐0.000 0.000 0.000

Operation1 0.00 0.00 0.00 1.207 0.504 ‐4.724

‐6.75 2.56 2.41 0.000 0.000 0.000

Operation2 0.00 ‐0.00 0.00 0.386 0.033 ‐2.147

‐1.12 0.40 0.32 0.000 0.000 0.000

Earthquake_X 0.00 ‐0.00 ‐0.00 0.213 ‐0.085 ‐0.273

0.33 1.58 ‐0.23 ‐0.000 0.000 0.000

Earthquake_Y 0.00 0.00 0.00 0.091 0.283 0.234

‐1.50 0.00 0.55 0.000 0.000 0.000

Earthquake_Z 0.00 ‐0.00 ‐0.00 ‐0.030 0.005 0.217

0.05 ‐0.00 ‐0.01 0.000 ‐0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 0.00 0.00 0.00 1.441 0.799 ‐5.143

‐8.29 4.14 3.00 0.000 0.000 0.000

Pressure test ‐0.00 0.00 0.00 0.257 ‐0.039 ‐1.884

‐0.43 0.02 0.06 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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mm mm mm kN kN kN


Dead load 0.00 0.00 0.00 ‐0.011 ‐0.005 ‐0.883

0.20 0.58 0.01 0.000 0.000 0.000

Operation1 0.00 0.00 0.00 ‐0.479 0.093 0.771

‐2.30 6.58 ‐1.11 0.000 0.000 0.000

Operation2 0.00 0.00 0.00 ‐0.155 0.022 ‐0.676

‐0.03 1.24 ‐0.16 0.000 0.000 0.000

Earthquake_X 0.00 0.00 0.00 0.617 0.044 0.141

‐0.02 0.13 ‐0.02 0.000 0.000 0.000

Earthquake_Y 0.00 0.00 0.00 0.107 0.590 0.111

1.26 0.40 ‐1.06 0.000 0.000 0.000

Earthquake_Z 0.00 0.00 0.00 0.001 0.001 0.106

‐0.02 ‐0.07 ‐0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 0.00 0.00 0.00 ‐1.105 0.685 ‐1.091

‐3.56 7.01 ‐2.16 0.000 0.000 0.000

Pressure test 0.00 0.00 0.00 ‐0.012 ‐0.006 ‐0.951

0.21 0.60 0.02 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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mm mm mm kN kN kN


Dead load 0.00 0.00 0.00 ‐0.004 0.002 ‐0.808

0.00 0.58 ‐0.01 0.000 0.000 0.000

Operation1 0.00 0.00 0.00 ‐0.694 0.049 0.846

0.12 7.04 1.07 0.000 0.000 0.000

Operation2 0.00 0.00 0.00 ‐0.184 0.008 ‐0.616

0.02 1.27 0.11 0.000 0.000 0.000

Earthquake_X 0.00 0.00 0.00 0.456 0.001 0.035

0.00 0.04 ‐0.01 0.000 0.000 0.000

Earthquake_Y 0.00 0.00 0.00 ‐0.075 0.348 ‐0.017

0.50 ‐0.01 ‐0.33 0.000 0.000 0.000

Earthquake_Z 0.00 0.00 0.00 0.001 ‐0.000 0.097

‐0.00 ‐0.07 0.00 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 0.00 0.00 0.00 ‐1.156 0.398 0.951

0.62 7.12 1.40 0.000 0.000 0.000

Pressure test 0.00 0.00 0.00 ‐0.005 0.002 ‐0.878

0.01 0.59 ‐0.01 0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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mm mm mm kN kN kN


Dead load 0.00 ‐0.00 ‐0.00 ‐0.088 0.005 ‐0.601

‐0.03 0.03 ‐0.01 ‐0.000 ‐0.000 ‐0.000

Operation1 0.00 ‐0.00 0.00 ‐0.008 0.116 ‐2.474

0.41 ‐1.34 0.87 ‐0.000 ‐0.000 0.000

Operation2 ‐0.00 0.00 ‐0.00 ‐0.080 0.017 ‐0.810

0.01 ‐0.15 0.09 0.000 ‐0.000 ‐0.000

Earthquake_X 0.00 ‐0.00 ‐0.00 ‐0.007 0.017 0.005

‐0.03 0.11 ‐0.06 ‐0.000 ‐0.000 0.000

Earthquake_Y ‐0.00 0.00 0.00 ‐0.291 0.104 ‐0.182

‐1.05 ‐0.39 ‐0.03 ‐0.000 0.000 ‐0.000

Earthquake_Z ‐0.00 0.00 0.00 0.011 ‐0.001 0.072

0.00 ‐0.00 0.00 ‐0.000 0.000 0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Extreme value 0.00 ‐0.00 ‐0.00 ‐0.380 0.221 ‐2.671

1.46 ‐1.75 0.93 ‐0.000 ‐0.000 ‐0.000

Pressure test 0.00 ‐0.00 ‐0.00 ‐0.095 0.005 ‐0.644

‐0.03 0.03 ‐0.01 ‐0.000 0.000 ‐0.000

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

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I N D E X

=========

LINE PT NAVO PAGE

13 161 AR 5

12 167 ST 4

23 173 AR 6

23 175 AR 7

23 177 AR 8

23 179 AR 9

21 181 AR 10

21 183 AR 11

23 185 ST 12

14 189 ST 15

15 197 AR 14

16 205 ST 22

23 207 AR 13

17 211 ST 19

18 215 ST 16

23 217 AR 18

21 223 ST 21

21 225 ST 20

7 81 AR 17

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10 Graphical Outputs

10.1 Graphics / Plots

System overview

Line names

Dimensions

Materials

Operation data

Displacements

Stress utilization

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11 Appendices

11.1 Appendix A-Detail Stress Report for HCU Heavy Naphta to Diesel for Flash Point Optimization

11.2 Appendix B- Internal Pressure Analysis

11.3 Appendix C- Straight Pipe Required Minimum Wall Thickness Calculation

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APPENDIX A-11.1 DETAIL STRESS REPORT FOR HCU HEAVY NAPHTA TO DIESEL FOR FLASH POINT OPTIMIZATION

Index

STRESS ANALYSIS .............................................................................................................................. 2

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Stress analysis I N P U T S ‐‐ Program ROHR2 CIMT/32.1 ‐‐ Page 1


CCC ************************************************************ CCC

CCC Stress analysis CCC

CCC ************************************************************ CCC

Results at internal nodes are only documented if the

stress utilisation is >90%

WWWWW For the material SA106B

WWWWW lower temperatures have been used than those available in the material

WWWWW file. The material data from the next higher available temperature

WWWWW will be used.

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S T R E S S E S ‐‐ Program ROHR2 CIMT/32.1 ‐‐ Page 2


Stress analysis acc. to PRESSURE PIPING ASME B31.3 edit. 2016

Automatic determination of allowable stresses using the following rules:

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

The allowable stresses Sh and Sa are determined by the program

according to ASME B31.3 Art. 302.3

with strength values from the material file or taken directly

from the material file, if it is an ASME/ASTM‐material.

Values for Sh or Sa entered directly in the ET‐record (RR‐task)

overwrite the calculated values.

Sc = min (Rm\RT\min/3.0 , Rp0.2\RT\min/1.5)

For ferritic materials:

Sh = min (Sc , Rm\T\min/3.0 , Rp0.2\T\min/1.5 ,

, Rm\100000\mitt/1.5, 0.8*Rm\100000\min )

For austenitic materials:

Sh = min (Sc , Rp1.0\T\min/1.5 ,

, Rm\100000\mitt/1.5, 0.8*Rm\100000\min )

SA = f * (1.25*Sc + 0.25*Sh) = f * Sa

In Equation SA: Sc,Sh limited to 138 N/mm² (302.3.6 (d))

The allowable operating stress SoA for the code ASME B31.3

Appendix P is calculated from Sc and Sh

SoA = 1.25 * f * (Sc + Sh)

The allowable stress for the load case pressure test is calculated as in

ASME B31.3 Art.345.2 as equal to the elastic limit.

Sh_test = 1.00*Rp\T\min

Rm\RT\min =min. tensile strength at 20 deg. C in N/mm^2

Rm\T\min =min. tensile strength at calulat. temp in N/mm^2

Rp02\RT\min =min. 0.2% yield strength at 20 deg. C in N/mm^2

Rp02\T\min =min. 0.2% yield strength at calulat.Temp in N/mm^2

Rp1.0\T\min =min. 1.0% yield strength at calcul. temp in N/mm^2

Rm\100000\mitt =rupture stength 100000h average value in N/mm^2

Rm\100000\min =rupture stength 100000h min value in N/mm^2

Comments:

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Austenitic steels with a yield/tensile strength relationship

at 20 deg C <= 0.5 are calculated with the 1% yield strength value.

This value, used in german rules to determine the

allowable stresses for austenitic steel (/1.5), replaces the value

"90% of the yield strength at temperature" in ASME B31.3(302.3.2 d(3))

If Rm\T\min is not present, the following approx. formula is used:

For ferritic materials:

Rm\T\min = Rm\RT\min * (Rp02\RT\min + Rp02\T\min) / (2 * Rp02\RT\min)

The factor f (stress reduction factor depending on load cycle ratio)

may be specified using R2WIN or the SPI record.

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+‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+

| ASME B31.3 Edit.2016 Material: SA106B Ferrite |

|‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐|

| Material: SA106B |

| Material properties Spec. Rev. |

| ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ |

| Young's modulus ASME II/D, Table Y1 01/2013 |

| Expansion coefficient ASME II/D, Table Y1 01/2013 |

| Tensile strength ASME II/D, Table Y1 01/2013 |

| 0.2% Yield strength ASME II/D, Table Y1 07/2015 |

|‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐|

| Temperature T °C | 190.00 | 20.00 | 190.00 | 20.00 | |

| Y‐mod\cold kN/mm^2 | 203.56 | 203.56 | 203.56 | 203.56 | |

| Y‐mod\hot kN/mm^2 | 192.06 | 203.46 | 192.06 | 203.46 | |

|‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐|

| wall thickness mm | 6 ‐ 7| 6 ‐ 7| 0 ‐ 6| 0 ‐ 6| |

|‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐|

| Rm\RT\min | ‐.‐ | | ‐.‐ | | |

| Rm\T\min | ‐.‐ | | ‐.‐ | | |

| Rp0.2\RT\min | ‐.‐ | | ‐.‐ | | |

| Rp0.2\T\min | 208.12 | 241.32 | 208.12 | 241.32 | |

| Rm\100000\mit | ‐.‐ | | ‐.‐ | | |

| Rm\100000\min | ‐.‐ | | ‐.‐ | | |

|‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐|

| Rm\RT\min/3.0 | ‐.‐ | | ‐.‐ | | |

| Rp0.2\RT\min/1.5 | ‐.‐ | | ‐.‐ | | |

| Sc | 137.90 | | 137.90 | | |

|‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐|

| Rm\T\min/3.0 | ‐.‐ | | ‐.‐ | | |

| Rp0.2\T\min /1.5 | 138.75 | | 138.75 | | |

| Rm\100000\mitt/1.5 | ‐.‐ | | ‐.‐ | | |

| 0.8*Rm\100000\min | ‐.‐ | | ‐.‐ | | |

| Sh | 137.38 | | 137.38 | | |

| Sh_test | | 241.32 | | 241.32 | |

|‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐+‐‐‐‐‐‐‐‐‐|

| Sa | 206.71 | | 206.71 | | |

| SoA | 344.09 | | 344.09 | | |

+‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐+

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The stress analysis takes the following load cases into account:

Lc‐File Lc‐Array Lc‐Name calculated at:

deadl1.erg G1 Dead load 06/12/20 11:29:06

htest1.erg P1 Pressure test 06/12/20 11:29:12



earthq1.erg EB00 Earthquake_X 06/12/20 11:29:10

earthq1.erg EB01 Earthquake_Y 06/12/20 11:29:10

earthq1.erg EB02 Earthquake_Z 06/12/20 11:29:10

Cross section data printed are net values.

Internal ROHR2Win points not printed, if utilisation < 90.0 %

Tolerance inputs are taken into account for:

Pressure stress components S(P)

Moment stress components in SL, SOL

S U P E R P O S I T I O N S P E C I F I C A T I O N

Lc‐array TMP Loadc. Temp.0 = ARITHMET by :


+ Lc‐array G1 Loadc. Dead load * ‐1.00

Lc‐array TMP1 Loadc. Temp.4 = ARITHMET by :


+ Lc‐array G1 Loadc. Dead load * ‐1.00

Lc‐array EQRMS Loadc. Earthquake‐XYZ = SRSS by :

Lc‐array EB00 Loadc. Earthquake_X * 1.00

+ Lc‐array EB01 Loadc. Earthquake_Y * 1.00

+ Lc‐array EB02 Loadc. Earthquake_Z * 1.00

LC Group GRP_T Temp. loads :

Lc‐array TMP Loadc. Temp.0

Lc‐array TMP1 Loadc. Temp.4

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Required equations:

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐

ANSI B31.3 Analysis 01 SL = SQRT(|ia*Fa/Ap|+SQRT(

(.75ii*MiL)²+(.75io*MoL)²)/Z)²+(it*MtL/Z)²) < Sh

P=Pc (calculation pressure)

Fa,MiL,MoL,MtL from load case Dead load

Sh calculated using MATDAT or the ET‐record factor = 1.00

ANSI B31.3 Analysis 02 SE = SQRT(|ia*Fa/Ap|+SQRT(

(ii*MiE)²+(io*MoE)²)/Z)²+(it*MtE/Z)² <f*(Sa+Sh‐SL)


Fa,MiE,MoE,MtE = RANGE from load case Temp.0

+ Temp.4


SA calculated using MATDAT or the ET‐record

Fatigue factor f = 1.00

P,Ma for determination of SL in equation SE

ME = ME * Y‐MODcold / Y‐MODhot

ANSI B31.3 Analysis 03 SOL= SL + SQRT(|ia*Fa/Ap|+SQRT(

(.75ii*MiO)²+(.75io*MoO)²)/Z)²+(it*MtO/Z)²)< k*Sh

P=Pc (calculation pressure)


Fa,MiO,MoO,MtO from load case Earthquake‐XYZ


ANSI B31.3 Analysis 04 SLP= SQRT(|ia*Fa/Ap|+SQRT(

(.75ii*MiL)²+(.75io*MoL)²)/Z)²+(MtL/Z)²) < Sh_test

Fa,MiL,MoL,MtL from load case Pressure test


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Pt 81 Line 7 n Da= 168.3 mm s= 5.6 mm (VUU ) GirtButtWeldAsWeld

ii= 1.0 io= 1.0 it= 1.0

Na Gl P Sa Qx,Mt Mi Mo S(M) S‐sum S‐allw Util

(bar)(N/mm2) (kN,kNm) (kNm) (kNm)(N/mm2)(N/mm2)(N/mm2) (%)

01 SL n 20.5 13.8 0.000 0.000 0.000 0.0 13.8 137.4 10

02 SERn SL= 13.8 1.089 0.000 0.000 0.0 0.3 330.2 0

03 SOLn SL= 13.8 0.000 0.000 0.000 0.0 13.8 182.7 8

04 SLPn 76.0 51.3 0.000 0.000 0.000 0.0 51.3 241.3 21

Pt 79 Line 7 v Da= 168.3 mm s= 5.6 mm (TTU ) Unreinf. fabr. tee

Line 7 n Da= 168.3 mm s= 5.6 mm ii= 3.7 io= 4.5 it= 1.0

Line 19 n Da= 88.9 mm s= 4.0 mm



01 SL v 20.5 13.8 0.000 ‐0.099 0.016 2.5 16.3 137.4 12

01 SL n 20.5 13.8 ‐0.246 0.123 0.065 3.8 17.5 137.4 13

01 SL n 20.5 9.9 0.034 ‐0.222 0.151 25.1 35.1 137.4 26

02 SERv SL= 16.3 ‐1.048 ‐0.218 ‐0.711 23.9 24.2 327.8 7

02 SERn SL= 17.5 ‐2.061 0.329 ‐0.266 12.6 13.1 326.6 4

02 SERn SL= 35.1 ‐0.070 ‐0.547 0.405 70.8 70.9 309.0 23

03 SOLv SL= 16.3 0.042 0.167 0.106 5.2 21.5 182.7 12

03 SOLn SL= 17.5 0.565 0.166 0.120 5.7 23.3 182.7 13

03 SOLn SL= 35.1 0.317 0.314 0.191 34.0 69.4 182.7 38

04 SLPv 76.0 51.3 0.000 ‐0.102 0.019 2.5 53.9 241.3 22

04 SLPn 76.0 51.3 ‐0.253 0.127 0.069 4.0 55.1 241.3 23

04 SLPn 76.0 36.8 0.036 ‐0.229 0.156 25.9 62.7 241.3 26

Pt 83 Line 7 v Da= 168.3 mm s= 5.6 mm (BGL ) pipe bend

Line 7 m Da= 168.3 mm s= 5.6 mm R= 228.6 mm




01 SL v 20.5 13.8 ‐0.246 ‐0.004 ‐0.071 1.6 14.8 137.4 11

01 SL m 20.5 13.9 0.196 ‐0.099 0.107 2.3 15.9 137.4 12

01 SL n 20.5 14.1 0.597 ‐0.176 0.223 3.7 17.8 137.4 13

02 SERv SL= 14.8 ‐2.061 ‐0.574 ‐0.191 9.9 10.4 329.3 3

02 SERm SL= 15.9 ‐0.141 ‐1.013 0.286 16.7 16.7 328.2 5

02 SERn SL= 17.8 1.861 ‐1.471 0.596 24.6 25.1 326.3 8

03 SOLv SL= 14.8 0.589 0.215 0.095 3.8 18.7 182.7 10

03 SOLm SL= 15.9 0.040 0.350 0.135 5.6 21.5 182.7 12

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03 SOLn SL= 17.8 0.593 0.491 0.283 8.0 26.0 182.7 14

04 SLPv 76.0 51.3 ‐0.253 ‐0.002 ‐0.074 1.6 52.3 241.3 22

04 SLPm 76.0 51.4 0.210 ‐0.101 0.110 2.4 53.4 241.3 22

04 SLPn 76.0 51.6 0.632 ‐0.181 0.230 3.9 55.4 241.3 23

Pt 213 Line 7 v Da= 168.3 mm s= 5.6 mm (KUH ) Fillet weld conc.




01 SL v 20.5 14.1 0.597 ‐0.223 ‐0.176 2.5 16.6 137.4 12

01 SL n 20.5 13.8 ‐0.081 ‐0.000 ‐0.000 0.0 13.8 137.4 10

02 SERv SL= 16.6 1.861 ‐0.597 ‐1.474 14.8 15.4 327.5 5

02 SERn SL= 13.8 0.000 ‐0.000 0.000 0.0 0.0 330.2 0

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03 SOLv SL= 16.6 0.593 0.284 0.492 5.0 21.8 182.7 12

03 SOLn SL= 13.8 0.010 0.003 0.003 0.0 13.9 182.7 8

04 SLPv 76.0 51.6 0.632 ‐0.230 ‐0.181 2.6 54.2 241.3 22

04 SLPn 76.0 51.3 ‐0.091 ‐0.000 0.000 0.0 51.3 241.3 21

Pt 85 Line 7 v Da= 168.3 mm s= 5.6 mm (VUU ) GirtButtWeldAsWeld

ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 13.8 0.000 ‐0.000 ‐0.000 0.0 13.8 137.4 10

02 SERv SL= 13.8 ‐0.000 ‐0.000 0.000 0.0 0.0 330.2 0

03 SOLv SL= 13.8 0.000 0.000 0.000 0.0 13.8 182.7 8

04 SLPv 76.0 51.3 0.000 ‐0.000 0.000 0.0 51.3 241.3 21

Pt 45 Line 21 n Da= 88.9 mm s= 4.0 mm (TFS ) Butt welding tee


Line 8 n Da= 88.9 mm s= 4.0 mm



01 SL n 20.5 9.9 ‐0.296 ‐0.014 ‐0.018 1.3 11.2 137.4 8

01 SL n 20.5 9.9 ‐0.933 ‐0.074 0.020 4.0 13.9 137.4 10

01 SL n 20.5 9.9 ‐0.100 0.089 0.002 4.4 14.3 137.4 10

02 SERn SL= 11.2 ‐1.570 0.793 0.042 41.6 42.7 332.9 13

02 SERn SL= 13.9 0.837 ‐0.123 ‐0.037 6.8 7.4 330.2 2

02 SERn SL= 14.3 ‐0.314 ‐0.671 ‐0.068 33.3 33.5 329.8 10

03 SOLn SL= 11.2 0.172 0.227 0.494 30.8 42.2 182.7 23

03 SOLn SL= 13.9 0.675 0.449 0.465 35.0 49.6 182.7 27

03 SOLn SL= 14.3 0.029 0.245 0.141 14.3 28.6 182.7 16

04 SLPn 76.0 36.8 ‐0.317 ‐0.015 ‐0.020 1.4 38.2 241.3 16

04 SLPn 76.0 36.8 ‐0.964 ‐0.077 0.022 4.1 40.9 241.3 17

04 SLPn 76.0 36.8 ‐0.102 0.091 0.002 4.5 41.3 241.3 17





01 SL v 20.5 9.9 ‐0.100 0.003 0.034 1.6 11.5 137.4 8

01 SL n 20.5 9.9 ‐0.100 0.003 0.034 1.6 11.5 137.4 8

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02 SERv SL= 11.5 ‐0.314 ‐0.056 ‐0.608 21.6 21.8 332.6 7

02 SERn SL= 11.5 ‐0.314 ‐0.056 ‐0.608 21.6 21.8 332.6 7

03 SOLv SL= 11.5 0.031 0.157 0.198 11.8 23.3 182.7 13

03 SOLn SL= 11.5 0.049 0.157 0.198 11.8 23.4 182.7 13

04 SLPv 76.0 36.8 ‐0.102 0.003 0.036 1.7 38.4 241.3 16

04 SLPn 76.0 36.8 ‐0.102 0.003 0.036 1.7 38.4 241.3 16


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐0.100 0.003 ‐0.009 0.5 10.4 137.4 8

02 SERv SL= 10.4 ‐0.314 ‐0.045 ‐0.551 19.6 19.8 333.7 6

03 SOLv SL= 10.4 0.052 0.171 0.156 10.8 21.2 182.7 12

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04 SLPv 76.0 36.8 ‐0.102 0.003 ‐0.008 0.4 37.2 241.3 15


ii= 1.0 io= 1.0 it= 1.0



01 SL n 20.5 9.9 ‐0.100 0.005 ‐0.086 4.0 13.9 137.4 10

02 SERn SL= 13.9 ‐0.314 ‐0.002 ‐0.318 11.2 11.5 330.2 3

03 SOLn SL= 13.9 0.270 0.191 0.030 9.1 23.2 182.7 13

04 SLPn 76.0 36.8 ‐0.102 0.006 ‐0.087 4.0 40.8 241.3 17





01 SL v 20.5 9.9 ‐0.100 0.010 0.014 0.8 10.7 137.4 8

01 SL n 20.5 9.9 ‐0.100 0.010 0.014 0.8 10.7 137.4 8

02 SERv SL= 10.7 0.247 0.036 0.157 5.7 5.9 333.4 2

02 SERn SL= 10.7 0.247 0.036 0.157 5.7 5.9 333.4 2

03 SOLv SL= 10.7 0.325 0.151 0.344 17.5 28.5 182.7 16

03 SOLn SL= 10.7 0.325 0.151 0.344 17.5 28.5 182.7 16

04 SLPv 76.0 36.8 ‐0.102 0.011 0.013 0.8 37.5 241.3 16

04 SLPn 76.0 36.8 ‐0.102 0.011 0.013 0.8 37.5 241.3 16


ii= 1.0 io= 1.0 it= 1.0



01 SL n 20.5 11.5 0.078 ‐0.006 ‐0.242 5.9 17.4 137.4 13

02 SERn SL= 17.4 ‐0.303 0.039 0.184 4.0 4.1 326.7 1

03 SOLn SL= 17.4 0.079 0.041 0.032 3.6 21.0 182.7 11

04 SLPn 76.0 42.5 0.080 ‐0.006 ‐0.248 6.0 48.5 241.3 20

Pt 157 Line 10 v Da= 114.3 mm s= 4.5 mm (RKR ) Reducer r < 0.1D

Line 10 n Da= 88.9 mm s= 4.0 mm A= 60.0 deg

ii= 1.0 io= 1.0 it= 1.0


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01 SL v 20.5 11.5 0.077 ‐0.007 ‐0.274 6.7 18.1 137.4 13

01 SL n 20.5 10.0 0.077 ‐0.007 ‐0.274 12.7 22.7 137.4 17

02 SERv SL= 18.1 ‐0.303 0.046 0.183 4.0 4.1 325.9 1

02 SERn SL= 22.7 ‐0.303 0.046 0.183 7.4 7.6 321.4 2

03 SOLv SL= 18.1 0.083 0.049 0.036 3.7 21.8 182.7 12

03 SOLn SL= 22.7 0.083 0.049 0.036 7.0 29.7 182.7 16

04 SLPv 76.0 42.5 0.079 ‐0.008 ‐0.281 6.8 49.3 241.3 20

04 SLPn 76.0 36.8 0.079 ‐0.008 ‐0.281 13.0 49.8 241.3 21

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01 SL v 20.5 10.0 0.076 ‐0.008 ‐0.305 14.2 24.1 137.4 18

01 SL n 20.5 9.9 0.000 ‐0.010 ‐0.305 14.2 24.1 137.4 18

02 SERv SL= 24.1 ‐0.303 0.053 0.181 7.4 7.6 320.0 2

02 SERn SL= 24.1 ‐0.304 0.064 0.181 7.4 7.6 320.0 2

03 SOLv SL= 24.1 0.086 0.056 0.040 7.1 31.3 182.7 17

03 SOLn SL= 24.1 0.109 0.073 0.040 7.1 31.3 182.7 17

04 SLPv 76.0 36.8 0.078 ‐0.009 ‐0.313 14.5 51.3 241.3 21

04 SLPn 76.0 36.8 0.000 ‐0.010 ‐0.313 14.5 51.3 241.3 21


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 0.000 ‐0.011 ‐0.348 16.1 26.0 137.4 19

02 SERv SL= 26.0 ‐0.304 0.074 0.181 7.5 7.7 318.1 2

03 SOLv SL= 26.0 0.113 0.082 0.046 7.4 33.5 182.7 18

04 SLPv 76.0 36.8 0.000 ‐0.012 ‐0.357 16.5 53.3 241.3 22


ii= 1.0 io= 1.0 it= 1.0



01 SL n 20.5 9.9 0.000 ‐0.017 ‐0.411 19.0 28.9 137.4 21

02 SERn SL= 28.9 ‐0.304 0.112 0.183 8.1 8.3 315.1 3

03 SOLn SL= 28.9 0.336 0.085 0.057 7.7 36.8 182.7 20

04 SLPn 76.0 36.8 0.000 ‐0.018 ‐0.422 19.6 56.3 241.3 23





01 SL v 20.5 9.9 0.000 ‐0.018 ‐0.404 18.7 28.6 137.4 21

01 SL n 20.5 9.9 0.019 ‐0.020 ‐0.404 18.7 28.7 137.4 21

02 SERv SL= 28.6 ‐0.304 0.123 0.183 8.3 8.5 315.4 3

02 SERn SL= 28.7 ‐0.301 0.132 0.183 8.3 8.5 315.4 3

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03 SOLv SL= 28.6 0.340 0.079 0.057 7.5 36.4 182.7 20

03 SOLn SL= 28.7 0.360 0.093 0.057 7.5 36.4 182.7 20

04 SLPv 76.0 36.8 0.000 ‐0.020 ‐0.416 19.3 56.1 241.3 23

04 SLPn 76.0 36.8 0.018 ‐0.022 ‐0.416 19.3 56.1 241.3 23



ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 0.020 ‐0.021 ‐0.396 18.4 28.3 137.4 21

01 SL n 20.5 11.5 0.020 ‐0.021 ‐0.396 9.6 21.1 137.4 15

02 SERv SL= 28.3 ‐0.301 0.139 0.185 8.5 8.7 315.8 3

02 SERn SL= 21.1 ‐0.301 0.139 0.185 4.6 4.7 323.0 1

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

16/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0






03 SOLv SL= 28.3 0.362 0.088 0.058 7.4 35.9 182.7 20

03 SOLn SL= 21.1 0.362 0.088 0.058 3.9 25.1 182.7 14

04 SLPv 76.0 36.8 0.019 ‐0.023 ‐0.408 18.9 55.7 241.3 23

04 SLPn 76.0 42.4 0.019 ‐0.023 ‐0.408 9.9 52.4 241.3 22





01 SL v 20.5 11.5 0.022 ‐0.022 ‐0.387 9.4 20.9 137.4 15

01 SL n 20.5 11.4 0.000 ‐0.021 ‐0.387 9.4 20.9 137.4 15

02 SERv SL= 20.9 ‐0.301 0.146 0.187 4.7 4.8 323.2 1

02 SERn SL= 20.9 ‐0.304 0.137 0.187 4.7 4.8 323.2 1

03 SOLv SL= 20.9 0.366 0.083 0.059 3.8 24.9 182.7 14

03 SOLn SL= 20.9 0.370 0.069 0.059 3.8 24.8 182.7 14

04 SLPv 76.0 42.4 0.021 ‐0.024 ‐0.400 9.7 52.2 241.3 22

04 SLPn 76.0 42.4 0.000 ‐0.022 ‐0.400 9.7 52.2 241.3 22

Pt 5 Line 10 v Da= 114.3 mm s= 4.5 mm (TTU ) Unreinf. fabr. tee


Line 20 n Da= 88.9 mm s= 4.0 mm



01 SL v 20.5 11.4 0.000 0.023 0.362 25.7 37.2 137.4 27

01 SL n 20.5 11.5 0.092 ‐0.012 0.320 22.7 34.2 137.4 25

01 SL n 20.5 9.9 ‐0.007 0.036 0.012 4.0 13.6 137.4 10

02 SERv SL= 37.2 ‐0.304 ‐0.155 ‐0.188 16.8 17.0 306.9 6

02 SERn SL= 34.2 ‐0.782 0.211 ‐0.370 30.1 30.5 309.9 10

02 SERn SL= 13.6 ‐0.105 ‐0.366 ‐0.083 37.0 37.1 330.5 11

03 SOLv SL= 37.2 0.381 0.060 0.059 6.3 43.7 182.7 24

03 SOLn SL= 34.2 0.672 0.242 0.151 17.6 52.2 182.7 29

03 SOLn SL= 13.6 0.079 0.222 0.131 25.8 39.5 182.7 22

04 SLPv 76.0 42.4 0.000 0.025 0.376 26.7 69.1 241.3 29

04 SLPn 76.0 42.5 0.100 ‐0.014 0.330 23.4 65.9 241.3 27

04 SLPn 76.0 36.8 ‐0.007 0.039 0.014 4.3 40.7 241.3 17



THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

17/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0




01 SL v 20.5 11.5 0.092 0.010 ‐0.274 6.7 18.2 137.4 13

01 SL n 20.5 11.4 ‐0.000 0.000 0.008 0.2 11.6 137.4 8

02 SERv SL= 18.2 ‐0.782 ‐0.170 0.299 8.5 8.9 325.9 3

02 SERn SL= 11.6 0.000 ‐0.000 0.000 0.0 0.0 332.5 0

03 SOLv SL= 18.2 0.683 0.201 0.123 5.7 24.3 182.7 13

03 SOLn SL= 11.6 0.025 0.003 0.003 0.1 11.8 182.7 6

04 SLPv 76.0 42.5 0.100 0.011 ‐0.283 6.9 49.4 241.3 20

04 SLPn 76.0 42.4 ‐0.000 0.000 0.009 0.2 42.6 241.3 18

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

18/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0









01 SL v 20.5 11.4 ‐0.000 ‐0.008 0.000 0.3 11.7 137.4 9

01 SL m 20.5 11.4 ‐0.032 ‐0.002 ‐0.000 0.1 11.5 137.4 8

01 SL n 20.5 11.4 ‐0.019 ‐0.000 ‐0.000 0.0 11.4 137.4 8

02 SERv SL= 11.7 0.000 0.000 ‐0.000 0.0 0.0 332.4 0

02 SERm SL= 11.5 0.000 0.000 0.000 0.0 0.0 332.6 0

02 SERn SL= 11.4 0.000 ‐0.000 0.000 0.0 0.0 332.7 0

03 SOLv SL= 11.7 0.025 0.003 0.003 0.1 11.9 182.7 6

03 SOLm SL= 11.5 0.012 0.002 0.001 0.1 11.6 182.7 6

03 SOLn SL= 11.4 0.002 0.000 0.000 0.0 11.5 182.7 6

04 SLPv 76.0 42.4 ‐0.000 ‐0.009 0.000 0.3 42.7 241.3 18

04 SLPm 76.0 42.4 ‐0.035 ‐0.002 ‐0.000 0.1 42.5 241.3 18

04 SLPn 76.0 42.4 ‐0.021 ‐0.000 ‐0.000 0.0 42.4 241.3 18


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 11.4 0.000 0.000 ‐0.000 0.0 11.4 137.4 8

02 SERv SL= 11.4 ‐0.000 ‐0.000 ‐0.000 0.0 0.0 332.7 0

03 SOLv SL= 11.4 0.000 0.000 0.000 0.0 11.4 182.7 6

04 SLPv 76.0 42.4 0.000 0.000 ‐0.000 0.0 42.4 241.3 18


ii= 1.0 io= 1.0 it= 1.0



01 SL n 20.5 11.4 0.000 0.007 ‐0.242 5.9 17.3 137.4 13

02 SERn SL= 17.3 ‐0.304 ‐0.050 0.184 4.0 4.1 326.8 1

03 SOLn SL= 17.3 0.078 0.058 0.032 3.6 20.9 182.7 11

04 SLPn 76.0 42.4 0.000 0.008 ‐0.248 6.0 48.5 241.3 20




THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

19/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0




01 SL v 20.5 11.4 0.000 0.106 0.003 3.7 15.2 137.4 11

01 SL m 20.5 11.8 0.499 0.032 ‐0.009 1.2 12.9 137.4 9

01 SL n 20.5 11.9 0.731 0.000 ‐0.016 0.5 12.4 137.4 9

02 SERv SL= 15.2 ‐0.304 ‐0.183 ‐0.021 6.9 7.0 328.9 2

02 SERm SL= 12.9 ‐0.219 ‐0.196 0.059 7.5 7.6 331.2 2

02 SERn SL= 12.4 ‐0.005 ‐0.229 0.104 8.9 8.9 331.7 3

03 SOLv SL= 15.2 0.062 0.014 0.026 3.3 18.5 182.7 10

03 SOLm SL= 12.9 0.078 0.007 0.093 3.7 16.7 182.7 9

03 SOLn SL= 12.4 0.094 0.010 0.159 4.6 17.1 182.7 9

04 SLPv 76.0 42.4 0.000 0.110 0.003 3.9 46.3 241.3 19

04 SLPm 76.0 42.8 0.514 0.033 ‐0.010 1.2 43.9 241.3 18

04 SLPn 76.0 42.9 0.755 0.000 ‐0.017 0.5 43.4 241.3 18

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

20/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0








01 SL v 20.5 11.9 0.732 ‐0.016 ‐0.000 0.4 12.3 137.4 9

01 SL n 20.5 11.4 ‐0.038 ‐0.000 ‐0.000 0.0 11.4 137.4 8

02 SERv SL= 12.3 ‐0.005 0.104 0.229 6.2 6.2 331.8 2

02 SERn SL= 11.4 0.000 0.000 ‐0.000 0.0 0.0 332.7 0

03 SOLv SL= 12.3 0.094 0.159 0.010 3.9 16.2 182.7 9

03 SOLn SL= 11.4 0.005 0.001 0.001 0.0 11.5 182.7 6

04 SLPv 76.0 42.9 0.755 ‐0.017 ‐0.000 0.4 43.3 241.3 18

04 SLPn 76.0 42.4 ‐0.042 0.000 ‐0.000 0.0 42.4 241.3 18


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 11.4 0.000 ‐0.000 ‐0.000 0.0 11.4 137.4 8

02 SERv SL= 11.4 0.000 0.000 ‐0.000 0.0 0.0 332.7 0

03 SOLv SL= 11.4 0.000 0.000 0.000 0.0 11.4 182.7 6

04 SLPv 76.0 42.4 ‐0.000 0.000 ‐0.000 0.0 42.4 241.3 18

Pt 163 Line 12 n Da= 88.9 mm s= 4.0 mm (KUH ) Fillet weld conc.

ii= 1.3 io= 1.3 it= 1.0



01 SL n 20.5 10.0 0.092 0.010 ‐0.281 13.0 23.0 137.4 17

02 SERn SL= 23.0 ‐0.782 ‐0.170 0.299 15.8 16.4 321.1 5

03 SOLn SL= 23.0 0.706 0.204 0.122 11.0 34.7 182.7 19

04 SLPn 0.0 0.1 0.100 0.011 ‐0.292 13.5 13.6 241.3 6





01 SL v 20.5 10.0 0.092 0.000 0.001 0.1 10.1 137.4 7

01 SL n 20.5 9.9 ‐0.000 0.000 0.001 0.1 10.0 137.4 7

02 SERv SL= 10.1 ‐0.782 ‐0.000 0.000 0.0 0.5 334.0 0

02 SERn SL= 10.0 0.000 ‐0.000 0.000 0.0 0.0 334.1 0

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

21/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0


03 SOLv SL= 10.1 0.731 0.000 0.000 0.0 10.8 182.7 6

03 SOLn SL= 10.0 0.006 0.000 0.000 0.0 10.0 182.7 5

04 SLPv 0.0 0.1 0.100 0.000 0.001 0.1 0.2 241.3 0

04 SLPn 0.0 0.0 0.000 0.000 0.001 0.1 0.1 241.3 0


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐0.000 0.000 ‐0.000 0.0 9.9 137.4 7

02 SERv SL= 9.9 0.000 ‐0.000 ‐0.000 0.0 0.0 334.2 0

03 SOLv SL= 9.9 0.000 0.000 0.000 0.0 9.9 182.7 5

04 SLPv 0.0 0.0 0.000 0.000 ‐0.000 0.0 0.0 241.3 0

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

22/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0





ii= 1.3 io= 1.3 it= 1.0



01 SL n 20.5 9.9 ‐0.769 0.016 ‐0.000 0.7 10.6 137.4 8

02 SERn SL= 10.6 0.005 ‐0.104 0.229 11.6 11.6 333.5 3

03 SOLn SL= 10.6 0.098 0.158 0.011 7.3 18.0 182.7 10

04 SLPn 0.0 0.7 ‐0.797 0.017 0.000 0.8 1.5 241.3 1


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐0.852 0.000 ‐0.000 0.0 9.9 137.4 7

02 SERv SL= 9.9 0.080 0.000 0.000 0.0 0.1 334.2 0

03 SOLv SL= 9.9 0.108 0.000 0.000 0.0 10.0 182.7 5

04 SLPv 0.0 0.8 ‐0.879 0.000 0.000 0.0 0.8 241.3 0


ii= 1.3 io= 1.3 it= 1.0



01 SL n 20.5 9.9 ‐1.902 ‐0.011 0.019 1.0 10.9 137.4 8

02 SERn SL= 10.9 ‐0.780 0.024 0.606 27.9 28.4 333.2 9

03 SOLn SL= 10.9 1.179 0.377 0.861 43.5 55.5 182.7 30

04 SLPn 0.0 1.8 ‐1.952 ‐0.012 0.021 1.1 3.0 241.3 1


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐1.981 0.000 0.000 0.0 9.9 137.4 7

02 SERv SL= 9.9 ‐0.780 0.000 0.000 0.0 0.5 334.2 0

03 SOLv SL= 9.9 1.181 0.000 0.000 0.0 11.0 182.7 6

04 SLPv 0.0 1.9 ‐2.030 0.000 0.000 0.0 1.9 241.3 1


ii= 1.3 io= 1.3 it= 1.0

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

23/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0




01 SL n 20.5 9.9 ‐1.387 ‐0.006 0.000 0.3 10.2 137.4 7

02 SERn SL= 10.2 ‐1.292 ‐0.025 ‐0.618 28.5 29.4 333.9 9

03 SOLn SL= 10.2 1.049 0.128 0.010 6.0 17.2 182.7 9

04 SLPn 0.0 1.3 ‐1.417 ‐0.007 0.000 0.3 1.7 241.3 1


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐1.465 0.000 0.000 0.0 9.9 137.4 7

02 SERv SL= 9.9 1.294 0.000 0.000 0.0 0.9 334.2 0

03 SOLv SL= 9.9 1.050 0.000 0.000 0.0 10.9 182.7 6

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

24/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0






04 SLPv 0.0 1.4 ‐1.496 0.000 0.000 0.0 1.4 241.3 1


ii= 1.3 io= 1.3 it= 1.0



01 SL n 20.5 9.9 ‐0.523 ‐0.004 ‐0.063 2.9 12.8 137.4 9

02 SERn SL= 12.8 ‐1.985 ‐0.084 0.061 4.8 6.1 331.3 2

03 SOLn SL= 12.8 0.193 0.066 0.209 10.1 23.2 182.7 13

04 SLPn 0.0 0.5 ‐0.566 ‐0.004 ‐0.068 3.1 3.7 241.3 2


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐0.601 0.000 0.000 0.0 9.9 137.4 7

02 SERv SL= 9.9 ‐1.985 0.000 0.000 0.0 1.4 334.2 0

03 SOLv SL= 9.9 0.196 0.000 0.000 0.0 10.1 182.7 6

04 SLPv 0.0 0.6 ‐0.644 0.000 ‐0.000 0.0 0.6 241.3 0


ii= 1.3 io= 1.3 it= 1.0



01 SL n 20.5 9.9 ‐1.723 0.028 0.179 8.4 18.3 137.4 13

02 SERn SL= 18.3 ‐3.098 ‐0.411 0.725 38.4 40.5 325.8 12

03 SOLn SL= 18.3 0.415 0.201 0.158 11.8 30.5 182.7 17

04 SLPn 0.0 1.7 ‐1.806 0.028 0.184 8.6 10.3 241.3 4


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐1.801 0.000 ‐0.000 0.0 9.9 137.4 7

02 SERv SL= 9.9 ‐3.098 ‐0.000 ‐0.000 0.0 2.2 334.2 1

03 SOLv SL= 9.9 0.420 0.000 0.000 0.0 10.3 182.7 6

04 SLPv 0.0 1.8 ‐1.884 0.000 ‐0.000 0.0 1.8 241.3 1

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

25/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0



ii= 1.3 io= 1.3 it= 1.0



01 SL n 20.5 9.9 ‐0.678 0.223 ‐0.176 13.2 23.1 137.4 17

02 SERn SL= 23.1 ‐1.861 0.597 ‐1.474 73.2 74.5 321.0 23

03 SOLn SL= 23.1 0.594 0.284 0.489 26.2 49.8 182.7 27

04 SLPn 0.0 0.7 ‐0.723 0.230 ‐0.181 13.5 14.2 241.3 6

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

26/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0





ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐0.757 ‐0.000 0.000 0.0 9.9 137.4 7

02 SERv SL= 9.9 ‐1.861 0.000 0.000 0.0 1.3 334.2 0

03 SOLv SL= 9.9 0.596 0.000 0.000 0.0 10.5 182.7 6

04 SLPv 0.0 0.8 ‐0.801 ‐0.000 0.000 0.0 0.8 241.3 0






01 SL v 20.5 9.9 0.034 ‐0.078 0.053 5.9 15.6 137.4 11

01 SL m 20.5 9.9 ‐0.150 ‐0.057 0.096 6.0 15.9 137.4 12

01 SL n 20.5 9.9 ‐0.246 ‐0.046 0.082 6.5 15.5 137.4 11

02 SERv SL= 15.6 ‐0.070 0.043 ‐0.775 43.3 43.3 328.5 13

02 SERm SL= 15.9 ‐0.765 0.123 ‐0.284 35.4 35.7 328.2 11

02 SERn SL= 15.5 ‐1.013 0.151 0.372 36.9 37.3 328.6 11

03 SOLv SL= 15.6 0.292 0.162 0.072 11.1 26.9 182.7 15

03 SOLm SL= 15.9 0.431 0.164 0.028 11.0 27.3 182.7 15

03 SOLn SL= 15.5 0.489 0.150 0.055 10.1 26.1 182.7 14

04 SLPv 76.0 36.8 0.036 ‐0.081 0.054 6.1 42.5 241.3 18

04 SLPm 76.0 36.8 ‐0.154 ‐0.059 0.098 6.2 42.9 241.3 18

04 SLPn 76.0 36.8 ‐0.253 ‐0.048 0.084 6.6 42.1 241.3 17


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐0.246 0.028 ‐0.208 10.5 20.0 137.4 15

02 SERv SL= 20.0 ‐1.013 ‐0.114 ‐0.033 30.3 30.4 324.1 9

03 SOLv SL= 20.0 0.438 0.053 0.144 7.9 28.3 182.7 15

04 SLPv 76.0 36.8 ‐0.253 0.029 ‐0.210 10.6 46.7 241.3 19


ii= 1.0 io= 1.0 it= 1.0


THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

27/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0



01 SL n 20.5 9.9 ‐0.246 0.007 ‐0.000 4.1 11.0 137.4 8

02 SERn SL= 11.0 ‐1.013 ‐0.072 0.348 32.5 32.8 333.1 10

03 SOLn SL= 11.0 0.116 0.046 0.304 14.7 25.8 182.7 14

04 SLPn 76.0 36.8 ‐0.253 0.007 0.002 4.1 37.3 241.3 15






01 SL v 20.5 9.9 ‐0.246 ‐0.067 0.005 5.8 14.6 137.4 11

01 SL m 20.5 10.4 0.499 ‐0.152 ‐0.061 10.2 20.4 137.4 15

01 SL n 20.5 10.8 0.965 ‐0.204 ‐0.091 13.3 24.1 137.4 18

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

28/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0






02 SERv SL= 14.6 ‐1.013 ‐0.397 ‐0.066 39.0 39.5 329.5 12

02 SERm SL= 20.4 ‐0.267 ‐0.482 0.558 47.5 47.7 323.7 15

02 SERn SL= 24.1 0.635 ‐0.585 0.855 57.5 57.9 320.0 18

03 SOLv SL= 14.6 0.102 0.326 0.038 20.3 35.0 182.7 19

03 SOLm SL= 20.4 0.220 0.348 0.049 21.7 42.2 182.7 23

03 SOLn SL= 24.1 0.303 0.357 0.096 22.4 46.7 182.7 26

04 SLPv 76.0 36.8 ‐0.253 ‐0.070 0.005 5.9 41.3 241.3 17

04 SLPm 76.0 37.2 0.503 ‐0.156 ‐0.062 10.5 47.4 241.3 20

04 SLPn 76.0 37.7 0.979 ‐0.209 ‐0.093 13.6 51.3 241.3 21


ii= 1.3 io= 1.3 it= 1.0



01 SL v 20.5 10.8 0.965 ‐0.091 0.204 10.3 21.2 137.4 15

02 SERv SL= 21.2 0.635 0.855 0.586 47.8 48.2 322.9 15

03 SOLv SL= 21.2 0.303 0.096 0.357 17.2 38.6 182.7 21

04 SLPv 76.0 37.7 0.979 ‐0.093 0.209 10.6 48.3 241.3 20






01 SL v 20.5 9.9 ‐0.007 ‐0.003 ‐0.001 2.0 10.3 137.4 7

01 SL m 20.5 9.9 ‐0.069 0.005 ‐0.031 2.1 11.6 137.4 8

01 SL n 20.5 9.9 ‐0.092 0.007 ‐0.042 2.2 12.1 137.4 9

02 SERv SL= 10.3 ‐0.105 0.194 0.073 14.2 14.3 333.8 4

02 SERm SL= 11.6 0.263 0.152 ‐0.042 11.9 12.0 332.5 4

02 SERn SL= 12.1 0.477 0.127 ‐0.133 11.4 11.7 332.0 4

03 SOLv SL= 10.3 0.063 0.099 0.058 8.4 18.7 182.7 10

03 SOLm SL= 11.6 0.233 0.074 0.101 7.1 19.0 182.7 10

03 SOLn SL= 12.1 0.361 0.061 0.085 6.0 18.4 182.7 10

04 SLPv 76.0 36.8 ‐0.007 ‐0.003 ‐0.002 2.1 37.0 241.3 15

04 SLPm 76.0 36.8 ‐0.075 0.005 ‐0.034 2.2 38.5 241.3 16

04 SLPn 76.0 36.8 ‐0.100 0.008 ‐0.045 2.3 39.1 241.3 16



THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

29/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0





01 SL v 20.5 9.9 ‐0.092 ‐0.045 0.001 2.8 12.7 137.4 9

01 SL m 20.5 10.0 0.057 ‐0.062 0.001 3.8 13.7 137.4 10

01 SL n 20.5 10.1 0.185 ‐0.075 0.001 4.6 14.7 137.4 11

02 SERv SL= 12.7 0.477 ‐0.305 0.021 19.5 19.8 331.4 6

02 SERm SL= 13.7 0.643 ‐0.323 ‐0.079 20.8 21.3 330.4 6

02 SERn SL= 14.7 0.431 ‐0.299 ‐0.134 19.9 20.2 329.4 6

03 SOLv SL= 12.7 0.336 0.120 0.032 7.7 20.7 182.7 11

03 SOLm SL= 13.7 0.145 0.145 0.005 9.1 23.0 182.7 13

03 SOLn SL= 14.7 0.203 0.174 0.035 10.9 25.8 182.7 14

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

30/64

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REV 0






04 SLPv 76.0 36.8 ‐0.100 ‐0.048 0.001 2.9 39.7 241.3 16

04 SLPm 76.0 36.8 0.060 ‐0.066 0.002 4.0 40.8 241.3 17

04 SLPn 76.0 37.0 0.199 ‐0.080 0.002 4.9 41.9 241.3 17


ii= 1.3 io= 1.3 it= 1.0



01 SL v 20.5 10.1 0.185 ‐0.001 ‐0.075 3.5 13.6 137.4 10

02 SERv SL= 13.6 0.431 0.134 ‐0.299 15.1 15.4 330.5 5

03 SOLv SL= 13.6 0.203 0.035 0.175 8.4 22.1 182.7 12

04 SLPv 76.0 37.0 0.199 ‐0.002 ‐0.080 3.7 40.7 241.3 17





01 SL v 20.5 9.9 ‐0.278 ‐0.019 0.013 1.1 11.0 137.4 8

01 SL n 20.5 9.9 ‐0.278 ‐0.019 0.013 1.1 11.0 137.4 8

02 SERv SL= 11.0 ‐1.570 0.056 ‐0.733 26.1 27.2 333.1 8

02 SERn SL= 11.0 ‐1.570 0.056 ‐0.733 26.1 27.2 333.1 8

03 SOLv SL= 11.0 0.171 0.483 0.221 25.1 36.2 182.7 20

03 SOLn SL= 11.0 0.171 0.483 0.221 25.1 36.2 182.7 20

04 SLPv 76.0 36.8 ‐0.298 ‐0.021 0.014 1.2 37.9 241.3 16

04 SLPn 76.0 36.8 ‐0.298 ‐0.021 0.014 1.2 37.9 241.3 16






01 SL v 20.5 10.0 0.055 ‐0.029 ‐0.014 1.9 11.9 137.4 9

01 SL m 20.5 10.0 0.058 ‐0.029 ‐0.013 1.9 11.8 137.4 9

01 SL n 20.5 10.0 0.051 ‐0.027 ‐0.010 1.8 11.7 137.4 9

02 SERv SL= 11.9 ‐1.570 0.436 0.888 53.5 54.6 332.2 16

02 SERm SL= 11.8 ‐1.513 0.429 0.828 52.5 53.6 332.2 16

02 SERn SL= 11.7 ‐1.226 0.396 0.642 48.2 48.9 332.4 15

03 SOLv SL= 11.9 0.168 0.048 0.093 7.6 19.6 182.7 11

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

31/64

STAR DOCUMENT No.

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REV 0


03 SOLm SL= 11.8 0.236 0.042 0.116 7.8 19.9 182.7 11

03 SOLn SL= 11.7 0.281 0.036 0.130 8.0 20.0 182.7 11

04 SLPv 76.0 36.8 0.064 ‐0.033 ‐0.015 2.1 39.0 241.3 16

04 SLPm 76.0 36.8 0.067 ‐0.032 ‐0.014 2.1 38.9 241.3 16

04 SLPn 76.0 36.8 0.058 ‐0.031 ‐0.011 2.0 38.8 241.3 16






01 SL v 20.5 10.0 0.088 ‐0.014 0.004 1.0 10.9 137.4 8

01 SL m 20.5 10.0 0.077 ‐0.012 0.003 0.8 10.7 137.4 8

01 SL n 20.5 9.9 0.012 ‐0.004 0.000 0.4 10.2 137.4 7

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

32/64

STAR DOCUMENT No.

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REV 0






02 SERv SL= 10.9 ‐1.226 0.901 ‐0.029 61.2 62.0 333.2 19

02 SERm SL= 10.7 ‐1.362 0.916 ‐0.430 63.8 64.7 333.4 19

02 SERn SL= 10.2 ‐0.700 0.841 ‐0.580 60.5 60.9 333.9 18

03 SOLv SL= 10.9 0.293 0.186 0.027 12.1 23.3 182.7 13

03 SOLm SL= 10.7 0.328 0.192 0.054 12.5 23.5 182.7 13

03 SOLn SL= 10.2 0.224 0.177 0.074 11.6 21.9 182.7 12

04 SLPv 76.0 36.9 0.099 ‐0.015 0.004 1.1 37.8 241.3 16

04 SLPm 76.0 36.8 0.086 ‐0.013 0.004 0.9 37.7 241.3 16

04 SLPn 76.0 36.8 0.012 ‐0.004 ‐0.000 0.4 37.0 241.3 15





01 SL v 20.5 9.9 0.012 0.002 0.026 1.2 11.1 137.4 8

01 SL n 20.5 9.9 0.012 0.002 0.026 1.2 11.1 137.4 8

02 SERv SL= 11.1 ‐0.700 ‐0.155 0.721 26.3 26.8 333.0 8

02 SERn SL= 11.1 ‐0.700 ‐0.155 0.721 26.3 26.8 333.0 8

03 SOLv SL= 11.1 0.233 0.060 0.129 6.8 18.2 182.7 10

03 SOLn SL= 11.1 0.233 0.060 0.129 6.8 18.2 182.7 10

04 SLPv 76.0 36.8 0.012 0.002 0.029 1.4 38.1 241.3 16

04 SLPn 76.0 36.8 0.012 0.002 0.029 1.4 38.1 241.3 16





01 SL v 20.5 9.9 0.012 ‐0.000 0.137 6.3 16.3 137.4 12

01 SL n 20.5 9.9 0.012 ‐0.000 0.137 6.3 16.3 137.4 12

02 SERv SL= 16.3 ‐0.700 ‐0.072 ‐0.072 4.7 5.1 327.8 2

02 SERn SL= 16.3 ‐0.700 ‐0.072 ‐0.072 4.7 5.1 327.8 2

03 SOLv SL= 16.3 0.282 0.115 0.056 6.2 22.7 182.7 12

03 SOLn SL= 16.3 0.282 0.115 0.056 6.2 22.7 182.7 12

04 SLPv 76.0 36.8 0.012 ‐0.001 0.151 7.0 43.8 241.3 18

04 SLPn 76.0 36.8 0.012 ‐0.001 0.151 7.0 43.8 241.3 18



THTF058


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THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

33/64

STAR DOCUMENT No.

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REV 0




01 SL v 20.5 9.9 0.012 ‐0.003 0.356 16.5 26.4 137.4 19

01 SL n 20.5 9.9 0.001 ‐0.003 0.356 16.5 26.4 137.4 19

02 SERv SL= 26.4 ‐0.700 0.016 ‐0.916 32.6 33.1 317.7 10

02 SERn SL= 26.4 ‐1.197 0.016 ‐0.916 32.6 33.4 317.7 11

03 SOLv SL= 26.4 0.334 0.317 0.077 15.2 41.9 182.7 23

03 SOLn SL= 26.4 0.293 0.317 0.077 15.2 41.9 182.7 23

04 SLPv 76.0 36.8 0.012 ‐0.003 0.386 17.9 54.6 241.3 23

04 SLPn 76.0 36.8 0.001 ‐0.003 0.386 17.9 54.6 241.3 23

THTF058


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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

34/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0








01 SL v 20.5 9.9 0.001 ‐0.001 ‐0.262 12.1 22.1 137.4 16

01 SL n 20.5 9.9 0.001 ‐0.001 ‐0.262 12.1 22.1 137.4 16

02 SERv SL= 22.1 ‐1.197 0.167 ‐0.460 17.6 18.4 322.0 6

02 SERn SL= 22.1 ‐1.197 0.167 ‐0.460 17.6 18.4 322.0 6

03 SOLv SL= 22.1 0.168 0.006 0.043 2.8 24.9 182.7 14

03 SOLn SL= 22.1 0.168 0.006 0.043 2.8 24.9 182.7 14

04 SLPv 76.0 36.8 0.001 ‐0.001 ‐0.285 13.2 50.0 241.3 21

04 SLPn 76.0 36.8 0.001 ‐0.001 ‐0.285 13.2 50.0 241.3 21





01 SL v 20.5 9.9 0.001 0.001 0.018 0.9 10.7 137.4 8

01 SL n 20.5 9.9 0.001 0.001 0.018 0.9 10.7 137.4 8

02 SERv SL= 10.7 ‐1.197 0.317 ‐0.004 11.6 12.4 333.4 4

02 SERn SL= 10.7 ‐0.006 0.317 ‐0.004 11.6 11.6 333.4 3

03 SOLv SL= 10.7 0.066 0.006 0.006 1.9 12.7 182.7 7

03 SOLn SL= 10.7 0.066 0.006 0.006 1.9 12.7 182.7 7

04 SLPv 76.0 36.8 0.001 0.001 0.019 0.9 37.7 241.3 16

04 SLPn 76.0 36.8 0.001 0.001 0.019 0.9 37.7 241.3 16






01 SL v 20.5 9.9 0.001 ‐0.000 ‐0.007 0.4 10.3 137.4 7

01 SL m 20.5 9.9 ‐0.002 ‐0.000 0.003 0.4 10.1 137.4 7

01 SL n 20.5 9.9 ‐0.004 0.000 0.010 0.5 10.4 137.4 8

02 SERv SL= 10.3 ‐0.006 0.279 0.027 17.7 17.7 333.8 5

02 SERm SL= 10.1 ‐2.276 0.538 ‐0.031 33.7 35.3 334.0 11

02 SERn SL= 10.4 ‐3.212 0.646 ‐0.071 40.4 42.6 333.7 13

03 SOLv SL= 10.3 0.063 0.012 0.021 2.3 12.6 182.7 7

03 SOLm SL= 10.1 0.116 0.018 0.008 2.4 12.6 182.7 7

03 SOLn SL= 10.4 0.107 0.017 0.031 2.3 12.8 182.7 7

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

35/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0


04 SLPv 76.0 36.8 0.001 ‐0.001 ‐0.007 0.5 37.1 241.3 15

04 SLPm 76.0 36.8 ‐0.003 ‐0.000 0.003 0.4 36.9 241.3 15

04 SLPn 76.0 36.8 ‐0.005 ‐0.000 0.011 0.6 37.3 241.3 15






01 SL v 20.5 9.9 ‐0.004 0.000 0.005 0.3 10.2 137.4 7

01 SL m 20.5 9.9 ‐0.003 0.000 0.002 0.1 10.0 137.4 7

01 SL n 20.5 9.9 ‐0.001 ‐0.000 ‐0.004 0.2 10.1 137.4 7

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

36/64

STAR DOCUMENT No.

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REV 0






02 SERv SL= 10.2 ‐3.212 0.643 ‐0.019 40.1 42.3 333.9 13

02 SERm SL= 10.0 ‐2.267 0.535 ‐0.032 33.4 34.9 334.1 10

02 SERn SL= 10.1 0.006 0.275 ‐0.027 17.2 17.2 334.0 5

03 SOLv SL= 10.2 0.129 0.009 0.006 1.5 11.8 182.7 6

03 SOLm SL= 10.0 0.054 0.018 0.010 1.8 11.8 182.7 6

03 SOLn SL= 10.1 0.065 0.031 0.021 2.3 12.5 182.7 7

04 SLPv 76.0 36.8 ‐0.005 0.000 0.006 0.3 37.1 241.3 15

04 SLPm 76.0 36.8 ‐0.004 0.000 0.002 0.1 36.9 241.3 15

04 SLPn 76.0 36.8 ‐0.001 ‐0.000 ‐0.004 0.2 37.0 241.3 15





01 SL v 20.5 9.9 ‐0.001 0.001 0.019 0.9 10.8 137.4 8

01 SL n 20.5 9.9 ‐0.001 0.001 0.019 0.9 10.8 137.4 8

02 SERv SL= 10.8 0.006 0.321 0.004 11.4 11.4 333.3 3

02 SERn SL= 10.8 ‐1.123 0.321 0.004 11.4 12.2 333.3 4

03 SOLv SL= 10.8 0.069 0.058 0.006 2.8 13.6 182.7 7

03 SOLn SL= 10.8 0.069 0.058 0.006 2.8 13.6 182.7 7

04 SLPv 76.0 36.8 ‐0.001 0.001 0.020 0.9 37.7 241.3 16

04 SLPn 76.0 36.8 ‐0.001 0.001 0.020 0.9 37.7 241.3 16





01 SL v 20.5 9.9 ‐0.001 ‐0.002 0.356 16.5 26.4 137.4 19

01 SL n 20.5 9.9 0.004 ‐0.002 0.356 16.5 26.4 137.4 19

02 SERv SL= 26.4 ‐1.123 0.007 ‐0.992 35.1 35.9 317.7 11

02 SERn SL= 26.4 ‐0.393 0.007 ‐0.992 35.1 35.4 317.7 11

03 SOLv SL= 26.4 0.298 0.181 0.043 8.6 35.3 182.7 19

03 SOLn SL= 26.4 0.165 0.181 0.043 8.6 35.2 182.7 19

04 SLPv 76.0 36.8 ‐0.001 ‐0.002 0.387 17.9 54.7 241.3 23

04 SLPn 76.0 36.8 0.005 ‐0.002 0.387 17.9 54.7 241.3 23



THTF058


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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

37/64

STAR DOCUMENT No.

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REV 0




01 SL v 20.5 9.9 0.004 ‐0.000 0.035 1.6 11.5 137.4 8

01 SL n 20.5 9.9 0.004 ‐0.000 0.035 1.6 11.5 137.4 8

02 SERv SL= 11.5 ‐0.393 ‐0.006 0.638 22.6 22.8 332.5 7

02 SERn SL= 11.5 ‐0.393 ‐0.006 0.638 22.6 22.8 332.5 7

03 SOLv SL= 11.5 0.111 0.006 0.035 1.8 13.4 182.7 7

03 SOLn SL= 11.5 0.111 0.006 0.035 1.8 13.4 182.7 7

04 SLPv 76.0 36.8 0.005 ‐0.000 0.038 1.7 38.5 241.3 16

04 SLPn 76.0 36.8 0.005 ‐0.000 0.038 1.7 38.5 241.3 16

THTF058


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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

38/64

STAR DOCUMENT No.

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REV 0









01 SL v 20.5 9.9 0.004 ‐0.004 ‐0.000 0.3 10.2 137.4 7

01 SL m 20.5 10.0 0.138 ‐0.020 0.000 1.2 11.3 137.4 8

01 SL n 20.5 10.1 0.179 ‐0.026 0.000 1.6 11.7 137.4 8

02 SERv SL= 10.2 ‐0.393 0.918 0.008 57.2 57.5 333.9 17

02 SERm SL= 11.3 ‐1.376 1.031 0.010 64.2 65.1 332.8 20

02 SERn SL= 11.7 ‐1.554 1.051 0.006 65.4 66.5 332.4 20

03 SOLv SL= 10.2 0.101 0.041 0.018 2.8 13.1 182.7 7

03 SOLm SL= 11.3 0.096 0.041 0.012 2.9 14.3 182.7 8

03 SOLn SL= 11.7 0.043 0.035 0.002 2.6 14.3 182.7 8

04 SLPv 76.0 36.8 0.005 ‐0.005 ‐0.000 0.3 37.1 241.3 15

04 SLPm 76.0 36.9 0.151 ‐0.022 0.000 1.4 38.3 241.3 16

04 SLPn 76.0 36.9 0.194 ‐0.029 0.000 1.8 38.7 241.3 16


ii= 1.3 io= 1.3 it= 1.0



01 SL v 20.5 9.9 ‐0.338 ‐0.004 0.012 0.6 10.5 137.4 8

02 SERv SL= 10.5 ‐1.554 0.050 0.360 16.7 17.8 333.6 5

03 SOLv SL= 10.5 0.055 0.098 0.053 5.4 15.9 182.7 9

04 SLPv 76.0 36.8 ‐0.367 ‐0.005 0.012 0.6 37.4 241.3 15





01 SL v 20.5 9.9 ‐0.951 ‐0.019 0.065 3.1 13.0 137.4 9

01 SL n 20.5 9.9 ‐0.951 ‐0.019 0.065 3.1 13.0 137.4 9

02 SERv SL= 13.0 ‐0.837 0.035 0.156 5.7 6.2 331.0 2

02 SERn SL= 13.0 ‐0.837 0.035 0.156 5.7 6.2 331.0 2

03 SOLv SL= 13.0 0.675 0.457 0.455 29.9 43.5 182.7 24

03 SOLn SL= 13.0 0.675 0.457 0.455 29.9 43.5 182.7 24

04 SLPv 76.0 36.8 ‐0.983 ‐0.021 0.067 3.2 40.0 241.3 17

04 SLPn 76.0 36.8 ‐0.983 ‐0.021 0.067 3.2 40.0 241.3 17

THTF058


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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

39/64

STAR DOCUMENT No.

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REV 0



ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐1.077 ‐0.014 0.018 1.1 11.0 137.4 8

02 SERv SL= 11.0 ‐0.837 0.024 0.317 11.3 11.8 333.1 4

03 SOLv SL= 11.0 0.678 0.413 0.476 29.2 40.8 182.7 22

04 SLPv 76.0 36.8 ‐1.114 ‐0.016 0.019 1.1 37.9 241.3 16


ii= 1.0 io= 1.0 it= 1.0



01 SL n 20.5 9.9 ‐1.578 ‐0.011 ‐0.013 0.8 10.7 137.4 8

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

40/64

STAR DOCUMENT No.

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REV 0






02 SERn SL= 10.7 ‐0.837 0.016 0.426 15.1 15.7 333.4 5

03 SOLn SL= 10.7 0.692 0.350 0.456 26.6 38.0 182.7 21

04 SLPn 76.0 36.8 ‐1.618 ‐0.012 ‐0.013 0.8 37.6 241.3 16





01 SL v 20.5 9.9 ‐1.659 ‐0.010 ‐0.024 1.2 11.1 137.4 8

01 SL n 20.5 10.1 0.244 0.001 ‐0.043 2.0 12.2 137.4 9

02 SERv SL= 11.1 ‐0.837 0.013 0.464 21.4 22.0 333.0 7

02 SERn SL= 12.2 ‐0.057 ‐0.011 ‐0.142 6.5 6.6 331.9 2

03 SOLv SL= 11.1 0.695 0.317 0.439 25.1 36.9 182.7 20

03 SOLn SL= 12.2 0.493 0.059 0.422 19.7 32.4 182.7 18

04 SLPv 76.0 36.8 ‐1.700 ‐0.011 ‐0.024 1.2 38.0 241.3 16

04 SLPn 76.0 37.0 0.252 0.001 ‐0.045 2.1 39.1 241.3 16






01 SL v 20.5 10.1 0.244 ‐0.044 ‐0.001 2.7 12.8 137.4 9

01 SL m 20.5 10.1 0.223 ‐0.042 ‐0.001 2.6 12.7 137.4 9

01 SL n 20.5 10.0 0.084 ‐0.027 ‐0.000 1.7 11.7 137.4 8

02 SERv SL= 12.8 ‐0.057 ‐0.141 0.011 8.8 8.8 331.3 3

02 SERm SL= 12.7 ‐0.913 ‐0.043 0.012 2.7 3.4 331.4 1

02 SERn SL= 11.7 1.011 0.021 0.006 1.4 2.1 332.4 1

03 SOLv SL= 12.8 0.493 0.421 0.059 25.9 39.2 182.7 21

03 SOLm SL= 12.7 0.360 0.324 0.048 19.9 33.0 182.7 18

03 SOLn SL= 11.7 0.993 0.251 0.010 15.4 28.0 182.7 15

04 SLPv 76.0 37.0 0.252 ‐0.045 ‐0.001 2.8 39.8 241.3 16

04 SLPm 76.0 37.0 0.228 ‐0.044 ‐0.001 2.7 39.7 241.3 16

04 SLPn 76.0 36.8 0.085 ‐0.028 ‐0.000 1.7 38.6 241.3 16




THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

41/64

STAR DOCUMENT No.

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REV 0



01 SL v 20.5 10.0 0.084 0.000 ‐0.014 0.6 10.6 137.4 8

01 SL n 20.5 10.0 0.113 0.000 ‐0.014 0.6 10.7 137.4 8

02 SERv SL= 10.6 ‐1.235 0.006 0.018 0.7 1.6 333.5 0

02 SERn SL= 10.7 ‐1.228 0.007 0.018 0.7 1.6 333.4 0

03 SOLv SL= 10.6 0.983 0.021 0.152 7.3 18.9 182.7 10

03 SOLn SL= 10.7 0.892 0.015 0.152 7.3 18.8 182.7 10

04 SLPv 76.0 36.8 0.085 0.000 ‐0.013 0.6 37.5 241.3 16

04 SLPn 76.0 36.9 0.114 0.000 ‐0.013 0.6 37.5 241.3 16

THTF058


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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

42/64

STAR DOCUMENT No.

150-L-ZE-0097001-015

REV 0






ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 10.0 0.112 0.000 ‐0.021 1.0 11.0 137.4 8

01 SL n 20.5 11.6 0.112 0.000 ‐0.021 3.5 15.0 137.4 11

02 SERv SL= 11.0 ‐1.228 0.007 0.011 0.6 1.4 333.1 0

02 SERn SL= 15.0 ‐1.228 0.007 0.011 1.7 3.4 329.1 1

03 SOLv SL= 11.0 0.890 0.021 0.123 6.1 17.9 182.7 10

03 SOLn SL= 15.0 0.890 0.021 0.123 21.7 38.6 182.7 21

04 SLPv 76.0 36.9 0.113 0.000 ‐0.021 1.0 37.8 241.3 16

04 SLPn 76.0 42.2 0.113 0.000 ‐0.021 3.4 45.6 241.3 19





01 SL v 20.5 11.6 0.112 0.001 ‐0.029 4.7 16.3 137.4 12

01 SL n 20.5 6.3 0.084 0.001 ‐0.029 3.1 9.3 137.4 7

02 SERv SL= 16.3 ‐1.228 0.007 0.005 1.3 2.9 327.8 1

02 SERn SL= 9.3 ‐1.235 0.005 0.005 1.0 2.1 334.8 1

03 SOLv SL= 16.3 0.889 0.028 0.094 17.6 35.7 182.7 20

03 SOLn SL= 9.3 0.979 0.034 0.094 11.4 22.0 182.7 12

04 SLPv 76.0 42.2 0.112 0.001 ‐0.029 4.7 46.8 241.3 19

04 SLPn 76.0 22.9 0.085 0.001 ‐0.029 3.0 26.0 241.3 11


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 6.3 0.084 0.001 ‐0.050 5.3 11.6 137.4 8

02 SERv SL= 11.6 ‐1.235 0.004 0.012 1.4 2.5 332.5 1

03 SOLv SL= 11.6 0.975 0.052 0.034 7.7 20.6 182.7 11

04 SLPv 76.0 22.9 0.085 0.001 ‐0.050 5.3 28.3 241.3 12


ii= 1.0 io= 1.0 it= 1.0


THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

43/64

STAR DOCUMENT No.

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REV 0



01 SL n 20.5 6.3 0.084 0.002 ‐0.048 5.1 11.4 137.4 8

02 SERn SL= 11.4 1.011 0.003 0.034 3.0 4.0 332.7 1

03 SOLn SL= 11.4 0.847 0.073 0.098 13.6 26.1 182.7 14

04 SLPn 76.0 22.9 0.085 0.002 ‐0.048 5.1 28.1 241.3 12





01 SL v 20.5 6.3 0.084 0.002 ‐0.035 3.7 10.0 137.4 7

01 SL n 20.5 6.3 0.120 0.002 ‐0.035 3.7 10.0 137.4 7

02 SERv SL= 10.0 1.011 0.004 0.040 3.5 4.6 334.1 1

02 SERn SL= 10.0 0.982 0.006 0.040 3.5 4.5 334.1 1

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

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SH/OF

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REV 0






03 SOLv SL= 10.0 0.844 0.074 0.131 16.5 27.6 182.7 15

03 SOLn SL= 10.0 0.897 0.079 0.131 16.5 27.8 182.7 15

04 SLPv 76.0 22.9 0.085 0.003 ‐0.035 3.7 26.7 241.3 11

04 SLPn 76.0 23.0 0.121 0.003 ‐0.035 3.7 26.7 241.3 11



ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 6.3 0.121 0.002 ‐0.025 2.7 9.0 137.4 7

01 SL n 20.5 6.0 0.121 0.002 ‐0.025 0.8 6.8 137.4 5

02 SERv SL= 9.0 0.982 0.007 0.052 4.5 5.5 335.1 2

02 SERn SL= 6.8 0.982 0.007 0.052 1.5 2.0 337.3 1

03 SOLv SL= 9.0 0.896 0.079 0.147 17.9 28.2 182.7 15

03 SOLn SL= 6.8 0.896 0.079 0.147 5.5 12.9 182.7 7

04 SLPv 76.0 23.0 0.121 0.003 ‐0.025 2.7 25.7 241.3 11

04 SLPn 76.0 22.1 0.121 0.003 ‐0.025 0.8 22.9 241.3 10





01 SL v 20.5 6.0 0.122 0.003 ‐0.015 0.5 6.5 137.4 5

01 SL n 20.5 10.0 0.084 0.003 ‐0.015 0.7 10.7 137.4 8

02 SERv SL= 6.5 0.982 0.007 0.064 1.8 2.3 337.6 1

02 SERn SL= 10.7 1.011 0.006 0.064 2.3 3.0 333.4 1

03 SOLv SL= 6.5 0.893 0.078 0.163 5.9 13.0 182.7 7

03 SOLn SL= 10.7 0.826 0.073 0.163 8.5 19.9 182.7 11

04 SLPv 76.0 22.1 0.123 0.003 ‐0.015 0.5 22.6 241.3 9

04 SLPn 76.0 36.8 0.085 0.003 ‐0.015 0.7 37.6 241.3 16






01 SL v 20.5 10.0 0.084 ‐0.008 0.003 0.5 10.5 137.4 8

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

45/64

STAR DOCUMENT No.

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REV 0


01 SL m 20.5 10.2 0.252 ‐0.027 0.003 1.6 11.8 137.4 9

01 SL n 20.5 10.2 0.285 ‐0.029 0.001 1.8 12.0 137.4 9

02 SERv SL= 10.5 1.011 0.073 0.007 4.6 5.3 333.6 2

02 SERm SL= 11.8 0.644 0.115 0.014 7.2 7.6 332.3 2

02 SERn SL= 12.0 0.057 ‐0.207 ‐0.011 12.9 12.9 332.1 4

03 SOLv SL= 10.5 0.821 0.208 0.073 13.4 24.6 182.7 13

03 SOLm SL= 11.8 0.925 0.221 0.077 14.1 26.7 182.7 15

03 SOLn SL= 12.0 0.493 0.171 0.036 11.1 23.5 182.7 13

04 SLPv 76.0 36.8 0.085 ‐0.008 0.003 0.5 37.4 241.3 15

04 SLPm 76.0 37.0 0.254 ‐0.027 0.003 1.6 38.7 241.3 16

04 SLPn 76.0 37.0 0.289 ‐0.029 0.001 1.8 38.8 241.3 16

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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

46/64

STAR DOCUMENT No.

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REV 0





ii= 1.3 io= 1.3 it= 1.0



01 SL v 20.5 10.2 0.285 ‐0.001 ‐0.029 1.4 11.5 137.4 8

02 SERv SL= 11.5 0.057 0.011 ‐0.208 9.6 9.6 332.6 3

03 SOLv SL= 11.5 0.493 0.036 0.171 8.7 20.7 182.7 11

04 SLPv 76.0 37.0 0.289 ‐0.001 ‐0.029 1.4 38.4 241.3 16


ii= 1.3 io= 1.3 it= 1.0



01 SL n 20.5 9.9 ‐0.758 ‐0.063 0.025 3.2 13.1 137.4 10

02 SERn SL= 13.1 ‐2.463 0.444 ‐0.139 21.5 23.2 331.0 7

03 SOLn SL= 13.1 0.333 0.109 0.206 10.9 24.3 182.7 13

04 SLPn 76.0 36.8 ‐0.827 ‐0.064 0.026 3.2 40.0 241.3 17






01 SL v 20.5 9.9 ‐0.221 0.046 ‐0.011 2.9 12.8 137.4 9

01 SL m 20.5 9.9 ‐0.197 0.044 ‐0.010 2.8 12.7 137.4 9

01 SL n 20.5 9.9 ‐0.144 0.039 ‐0.008 2.4 12.3 137.4 9

02 SERv SL= 12.8 ‐2.463 1.446 0.145 90.4 92.1 331.3 28

02 SERm SL= 12.7 ‐2.469 1.447 0.156 90.4 92.2 331.4 28

02 SERn SL= 12.3 ‐2.099 1.404 0.144 87.8 89.2 331.8 27

03 SOLv SL= 12.8 0.322 0.007 0.232 11.9 25.0 182.7 14

03 SOLm SL= 12.7 0.346 0.009 0.226 11.9 24.9 182.7 14

03 SOLn SL= 12.3 0.319 0.006 0.186 11.6 24.2 182.7 13

04 SLPv 76.0 36.8 ‐0.243 0.051 ‐0.011 3.2 39.9 241.3 17

04 SLPm 76.0 36.8 ‐0.217 0.049 ‐0.010 3.0 39.8 241.3 16

04 SLPn 76.0 36.8 ‐0.159 0.043 ‐0.008 2.7 39.4 241.3 16




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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

47/64

STAR DOCUMENT No.

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REV 0




01 SL v 20.5 9.9 ‐0.040 0.062 0.004 3.8 13.7 137.4 10

01 SL m 20.5 9.9 ‐0.049 0.063 0.006 3.9 13.8 137.4 10

01 SL n 20.5 9.9 ‐0.049 0.064 0.007 3.9 13.8 137.4 10

02 SERv SL= 13.7 ‐2.099 0.009 ‐0.145 7.9 9.3 330.4 3

02 SERm SL= 13.8 ‐2.469 0.051 ‐0.158 8.8 10.5 330.3 3

02 SERn SL= 13.8 ‐2.463 0.050 ‐0.146 8.5 10.1 330.3 3

03 SOLv SL= 13.7 0.356 0.116 0.175 13.2 27.2 182.7 15

03 SOLm SL= 13.8 0.367 0.117 0.215 13.4 27.6 182.7 15

03 SOLn SL= 13.8 0.321 0.112 0.222 13.3 27.4 182.7 15

04 SLPv 76.0 36.8 ‐0.047 0.068 0.004 4.1 40.9 241.3 17

04 SLPm 76.0 36.8 ‐0.057 0.069 0.006 4.3 41.0 241.3 17

04 SLPn 76.0 36.8 ‐0.056 0.070 0.008 4.3 41.1 241.3 17

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

48/64

STAR DOCUMENT No.

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REV 0









01 SL v 20.5 10.1 0.168 ‐0.071 ‐0.002 4.3 14.4 137.4 10

01 SL m 20.5 10.0 0.131 ‐0.065 0.001 4.0 14.0 137.4 10

01 SL n 20.5 9.9 0.005 ‐0.050 0.003 3.1 13.0 137.4 9

02 SERv SL= 14.4 ‐2.463 0.713 0.149 45.1 46.8 329.7 14

02 SERm SL= 14.0 ‐2.099 0.672 0.147 42.6 44.0 330.1 13

02 SERn SL= 13.0 ‐0.506 0.490 0.060 31.1 31.4 331.1 9

03 SOLv SL= 14.4 0.321 0.231 0.100 15.0 29.7 182.7 16

03 SOLm SL= 14.0 0.418 0.241 0.075 15.4 29.9 182.7 16

03 SOLn SL= 13.0 0.274 0.225 0.015 14.3 27.5 182.7 15

04 SLPv 76.0 36.9 0.180 ‐0.075 ‐0.002 4.6 41.5 241.3 17

04 SLPm 76.0 36.9 0.140 ‐0.069 0.001 4.2 41.1 241.3 17

04 SLPn 76.0 36.8 0.004 ‐0.053 0.003 3.3 40.0 241.3 17





01 SL v 20.5 9.9 0.005 ‐0.006 0.193 8.9 18.8 137.4 14

01 SL n 20.5 9.9 0.003 ‐0.006 0.193 8.9 18.8 137.4 14

02 SERv SL= 18.8 ‐0.506 ‐0.061 ‐1.803 64.1 64.4 325.2 20

02 SERn SL= 18.8 ‐0.896 ‐0.061 ‐1.803 64.1 64.7 325.3 20

03 SOLv SL= 18.8 0.323 0.138 0.081 8.4 27.5 182.7 15

03 SOLn SL= 18.8 0.276 0.138 0.081 8.4 27.5 182.7 15

04 SLPv 76.0 36.8 0.004 ‐0.007 0.208 9.6 46.4 241.3 19

04 SLPn 76.0 36.8 0.003 ‐0.007 0.208 9.6 46.4 241.3 19





01 SL v 20.5 9.9 0.003 0.003 0.131 6.1 16.0 137.4 12

01 SL n 20.5 9.9 0.003 0.003 0.131 6.1 16.0 137.4 12

02 SERv SL= 16.0 ‐0.896 0.142 0.078 7.8 8.3 328.1 3

02 SERn SL= 16.0 ‐0.352 0.142 0.078 7.8 8.0 328.1 2

03 SOLv SL= 16.0 0.110 0.310 0.105 15.7 31.8 182.7 17

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

150

CONTRACTOR DOC No:

54TH58-SS-115-001

SH/OF

49/64

STAR DOCUMENT No.

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REV 0


03 SOLn SL= 16.0 0.110 0.310 0.105 15.7 31.8 182.7 17

04 SLPv 76.0 36.8 0.003 0.004 0.143 6.6 43.4 241.3 18

04 SLPn 76.0 36.8 0.003 0.004 0.143 6.6 43.4 241.3 18






01 SL v 20.5 9.9 0.003 0.012 ‐0.003 0.7 10.7 137.4 8

01 SL m 20.5 10.1 0.142 ‐0.005 ‐0.001 0.3 10.3 137.4 8

01 SL n 20.5 10.1 0.185 ‐0.011 0.001 0.7 10.8 137.4 8

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

50/64

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REV 0






02 SERv SL= 10.7 ‐0.352 0.266 0.375 26.1 26.3 333.4 8

02 SERm SL= 10.3 ‐0.523 0.286 0.246 26.2 26.5 333.8 8

02 SERn SL= 10.8 ‐0.387 0.270 ‐0.027 24.4 24.5 333.3 7

03 SOLv SL= 10.7 0.093 0.072 0.080 7.2 17.9 182.7 10

03 SOLm SL= 10.3 0.255 0.086 0.058 8.9 19.4 182.7 11

03 SOLn SL= 10.8 0.282 0.086 0.004 9.4 20.3 182.7 11

04 SLPv 76.0 36.8 0.003 0.013 ‐0.003 0.8 37.6 241.3 16

04 SLPm 76.0 36.9 0.154 ‐0.005 ‐0.001 0.3 37.2 241.3 15

04 SLPn 76.0 37.0 0.201 ‐0.012 0.002 0.7 37.7 241.3 16






01 SL v 20.5 10.0 0.074 0.002 0.009 0.5 10.5 137.4 8

01 SL m 20.5 10.0 0.043 0.005 0.008 0.5 10.5 137.4 8

01 SL n 20.5 9.9 ‐0.001 0.009 0.002 0.7 10.5 137.4 8

02 SERv SL= 10.5 ‐0.387 0.793 0.001 52.4 52.7 333.6 16

02 SERm SL= 10.5 ‐1.026 0.866 ‐0.321 57.9 58.6 333.6 18

02 SERn SL= 10.5 ‐1.063 0.870 ‐0.456 59.1 59.9 333.6 18

03 SOLv SL= 10.5 0.282 0.583 0.033 36.5 47.2 182.7 26

03 SOLm SL= 10.5 0.713 0.632 0.120 39.5 50.6 182.7 28

03 SOLn SL= 10.5 0.723 0.634 0.159 39.6 50.7 182.7 28

04 SLPv 76.0 36.8 0.081 0.003 0.010 0.5 37.4 241.3 15

04 SLPm 76.0 36.8 0.046 0.005 0.009 0.6 37.4 241.3 15

04 SLPn 76.0 36.8 ‐0.001 0.010 0.003 0.8 37.4 241.3 15





01 SL v 20.5 9.9 ‐0.001 ‐0.004 0.375 17.4 27.3 137.4 20

01 SL n 20.5 9.9 ‐0.001 ‐0.004 0.375 17.4 27.3 137.4 20

02 SERv SL= 27.3 ‐1.063 0.485 0.165 18.2 18.9 316.8 6

02 SERn SL= 27.3 ‐0.736 0.485 0.165 18.2 18.7 316.8 6

03 SOLv SL= 27.3 0.584 0.174 0.127 10.1 37.9 182.7 21

03 SOLn SL= 27.3 0.584 0.174 0.127 10.1 37.9 182.7 21

04 SLPv 76.0 36.8 ‐0.001 ‐0.005 0.407 18.8 55.6 241.3 23

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

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REV 0


04 SLPn 76.0 36.8 ‐0.001 ‐0.005 0.407 18.8 55.6 241.3 23





01 SL v 20.5 9.9 ‐0.001 0.002 0.331 15.3 25.2 137.4 18

01 SL n 20.5 9.9 ‐0.001 0.002 0.331 15.3 25.2 137.4 18

02 SERv SL= 25.2 ‐0.736 ‐0.138 ‐0.052 5.4 5.9 318.9 2

02 SERn SL= 25.2 ‐0.501 ‐0.138 ‐0.052 5.4 5.8 318.9 2

03 SOLv SL= 25.2 0.273 0.100 0.069 5.8 31.3 182.7 17

03 SOLn SL= 25.2 0.273 0.100 0.069 5.8 31.3 182.7 17

04 SLPv 76.0 36.8 ‐0.001 0.002 0.359 16.6 53.4 241.3 22

04 SLPn 76.0 36.8 ‐0.001 0.002 0.359 16.6 53.4 241.3 22

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

52/64

STAR DOCUMENT No.

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REV 0








01 SL v 20.5 9.9 ‐0.001 ‐0.005 0.176 8.1 18.1 137.4 13

01 SL n 20.5 9.9 ‐0.001 ‐0.005 0.176 8.1 18.1 137.4 13

02 SERv SL= 18.1 ‐0.501 ‐0.137 ‐0.016 5.1 5.4 326.0 2

02 SERn SL= 18.1 ‐0.179 ‐0.137 ‐0.016 5.1 5.2 326.0 2

03 SOLv SL= 18.1 0.118 0.151 0.109 8.7 26.9 182.7 15

03 SOLn SL= 18.1 0.118 0.151 0.109 8.7 26.9 182.7 15

04 SLPv 76.0 36.8 ‐0.001 ‐0.005 0.191 8.8 45.6 241.3 19

04 SLPn 76.0 36.8 ‐0.001 ‐0.005 0.191 8.8 45.6 241.3 19






01 SL v 20.5 9.9 ‐0.001 0.024 ‐0.005 1.5 11.4 137.4 8

01 SL m 20.5 10.2 0.263 ‐0.007 ‐0.012 0.8 10.9 137.4 8

01 SL n 20.5 10.3 0.360 ‐0.019 ‐0.012 1.4 11.6 137.4 8

02 SERv SL= 11.4 ‐0.179 0.007 0.328 17.1 17.2 332.7 5

02 SERm SL= 10.9 ‐0.172 0.006 0.244 16.1 16.2 333.2 5

02 SERn SL= 11.6 ‐0.064 ‐0.006 0.018 13.7 13.8 332.5 4

03 SOLv SL= 11.4 0.099 0.099 0.078 7.4 18.9 182.7 10

03 SOLm SL= 10.9 0.090 0.095 0.054 7.1 18.1 182.7 10

03 SOLn SL= 11.6 0.084 0.087 0.009 6.7 18.3 182.7 10

04 SLPv 76.0 36.8 ‐0.001 0.026 ‐0.006 1.7 38.4 241.3 16

04 SLPm 76.0 37.0 0.286 ‐0.007 ‐0.013 0.8 37.9 241.3 16

04 SLPn 76.0 37.1 0.391 ‐0.021 ‐0.013 1.5 38.6 241.3 16






01 SL v 20.5 10.2 0.249 ‐0.033 0.020 2.3 12.4 137.4 9

01 SL m 20.5 10.1 0.187 ‐0.027 0.020 2.0 12.1 137.4 9

01 SL n 20.5 9.9 0.028 ‐0.010 0.009 1.2 10.7 137.4 8

02 SERv SL= 12.4 ‐0.064 0.418 0.144 30.3 30.4 331.7 9

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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

53/64

STAR DOCUMENT No.

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REV 0


02 SERm SL= 12.1 ‐0.412 0.457 ‐0.158 32.6 32.8 332.0 10

02 SERn SL= 10.7 ‐0.519 0.470 ‐0.367 35.4 35.7 333.4 11

03 SOLv SL= 12.4 0.078 0.253 0.034 16.1 28.6 182.7 16

03 SOLm SL= 12.1 0.258 0.275 0.042 17.4 29.6 182.7 16

03 SOLn SL= 10.7 0.288 0.279 0.093 17.7 28.7 182.7 16

04 SLPv 76.0 37.0 0.271 ‐0.036 0.022 2.5 39.5 241.3 16

04 SLPm 76.0 37.0 0.203 ‐0.030 0.022 2.2 39.1 241.3 16

04 SLPn 76.0 36.8 0.030 ‐0.011 0.010 1.3 37.6 241.3 16

THTF058


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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

54/64

STAR DOCUMENT No.

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REV 0








01 SL v 20.5 9.9 0.028 0.013 0.285 13.2 23.1 137.4 17

01 SL n 20.5 9.9 0.028 0.013 0.285 13.2 23.1 137.4 17

02 SERv SL= 23.1 ‐0.519 0.357 ‐0.209 15.8 16.1 321.0 5

02 SERn SL= 23.1 ‐0.354 0.357 ‐0.209 15.8 16.0 321.0 5

03 SOLv SL= 23.1 0.078 0.201 0.056 9.7 33.0 182.7 18

03 SOLn SL= 23.1 0.078 0.201 0.056 9.7 33.0 182.7 18

04 SLPv 76.0 36.8 0.030 0.014 0.309 14.4 51.1 241.3 21

04 SLPn 76.0 36.8 0.030 0.014 0.309 14.4 51.1 241.3 21






01 SL v 20.5 9.9 0.028 ‐0.038 0.002 2.5 12.3 137.4 9

01 SL m 20.5 10.1 0.209 ‐0.059 ‐0.012 3.8 13.8 137.4 10

01 SL n 20.5 10.2 0.255 ‐0.066 ‐0.018 4.1 14.3 137.4 10

02 SERv SL= 12.3 ‐0.354 0.652 ‐0.013 41.0 41.3 331.8 12

02 SERm SL= 13.8 ‐0.906 0.715 ‐0.095 45.0 45.6 330.3 14

02 SERn SL= 14.3 ‐0.927 0.717 ‐0.122 45.1 45.8 329.8 14

03 SOLv SL= 12.3 0.031 0.091 0.089 7.3 19.6 182.7 11

03 SOLm SL= 13.8 0.082 0.101 0.061 7.5 21.4 182.7 12

03 SOLn SL= 14.3 0.128 0.107 0.018 7.6 22.0 182.7 12

04 SLPv 76.0 36.8 0.030 ‐0.042 0.002 2.8 39.4 241.3 16

04 SLPm 76.0 37.0 0.227 ‐0.065 ‐0.013 4.1 41.0 241.3 17

04 SLPn 76.0 37.0 0.277 ‐0.072 ‐0.020 4.5 41.6 241.3 17






01 SL v 20.5 9.9 ‐0.131 0.023 ‐0.008 1.5 11.4 137.4 8

01 SL m 20.5 9.9 ‐0.113 0.020 ‐0.010 1.3 11.2 137.4 8

01 SL n 20.5 9.9 ‐0.016 0.008 ‐0.006 0.8 10.5 137.4 8

02 SERv SL= 11.4 ‐0.927 0.874 0.233 55.7 56.4 332.7 17

THTF058


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THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

55/64

STAR DOCUMENT No.

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REV 0


02 SERm SL= 11.2 ‐0.917 0.873 0.173 55.5 56.1 332.9 17

02 SERn SL= 10.5 ‐0.371 0.810 0.011 51.4 51.6 333.6 15

03 SOLv SL= 11.4 0.126 0.113 0.030 8.0 19.5 182.7 11

03 SOLm SL= 11.2 0.086 0.108 0.088 8.1 19.4 182.7 11

03 SOLn SL= 10.5 0.036 0.099 0.095 8.0 18.6 182.7 10

04 SLPv 76.0 36.8 ‐0.142 0.026 ‐0.009 1.6 38.4 241.3 16

04 SLPm 76.0 36.8 ‐0.122 0.022 ‐0.011 1.5 38.2 241.3 16

04 SLPn 76.0 36.8 ‐0.017 0.009 ‐0.007 0.9 37.4 241.3 16

THTF058


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CONTRACT Nº

THTF-2018-058

UNIT Nº

150

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54TH58-SS-115-001

SH/OF

56/64

STAR DOCUMENT No.

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REV 0








01 SL v 20.5 9.9 ‐0.016 ‐0.025 0.130 6.2 16.1 137.4 12

01 SL n 20.5 9.9 ‐0.016 ‐0.025 0.130 6.2 16.1 137.4 12

02 SERv SL= 16.1 ‐0.371 0.250 ‐0.185 14.7 14.9 328.0 5

02 SERn SL= 16.1 ‐0.684 0.250 ‐0.185 14.7 15.0 328.0 5

03 SOLv SL= 16.1 0.070 0.192 0.068 9.7 25.8 182.7 14

03 SOLn SL= 16.1 0.070 0.192 0.068 9.7 25.8 182.7 14

04 SLPv 76.0 36.8 ‐0.017 ‐0.027 0.141 6.7 43.4 241.3 18

04 SLPn 76.0 36.8 ‐0.017 ‐0.027 0.141 6.7 43.4 241.3 18






01 SL v 20.5 9.9 ‐0.016 ‐0.004 ‐0.001 0.6 10.2 137.4 7

01 SL m 20.5 9.9 ‐0.025 ‐0.003 0.005 0.5 10.2 137.4 7

01 SL n 20.5 9.9 ‐0.020 ‐0.003 0.008 0.5 10.4 137.4 8

02 SERv SL= 10.2 ‐0.684 0.429 0.360 34.0 34.5 333.9 10

02 SERm SL= 10.2 ‐0.600 0.420 0.101 31.3 31.7 333.9 9

02 SERn SL= 10.4 ‐0.165 0.370 ‐0.217 29.6 29.7 333.7 9

03 SOLv SL= 10.2 0.126 0.165 0.110 11.7 22.0 182.7 12

03 SOLm SL= 10.2 0.243 0.189 0.058 12.9 23.3 182.7 13

03 SOLn SL= 10.4 0.293 0.197 0.039 13.3 24.0 182.7 13

04 SLPv 76.0 36.8 ‐0.017 ‐0.004 ‐0.001 0.6 37.0 241.3 15

04 SLPm 76.0 36.8 ‐0.027 ‐0.003 0.005 0.6 37.1 241.3 15

04 SLPn 76.0 36.8 ‐0.022 ‐0.003 0.009 0.6 37.3 241.3 15






01 SL v 20.5 9.9 ‐0.020 0.021 0.012 1.4 11.3 137.4 8

01 SL m 20.5 9.9 ‐0.068 0.026 0.013 1.7 11.6 137.4 8

01 SL n 20.5 9.9 ‐0.089 0.027 0.006 1.8 11.6 137.4 8

02 SERv SL= 11.3 ‐0.165 0.065 0.013 15.3 15.4 332.7 5

THTF058


PROJECT

CONTRACT Nº

THTF-2018-058

UNIT Nº

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02 SERm SL= 11.6 ‐0.472 0.100 ‐0.231 17.8 18.0 332.4 5

02 SERn SL= 11.6 ‐0.502 0.103 ‐0.339 19.0 19.3 332.5 6

03 SOLv SL= 11.3 0.265 0.015 0.207 11.9 23.4 182.7 13

03 SOLm SL= 11.6 0.155 0.006 0.073 11.2 22.9 182.7 13

03 SOLn SL= 11.6 0.048 0.021 0.106 11.3 23.0 182.7 13

04 SLPv 76.0 36.8 ‐0.022 0.023 0.013 1.6 38.3 241.3 16

04 SLPm 76.0 36.8 ‐0.074 0.029 0.014 1.9 38.7 241.3 16

04 SLPn 76.0 36.8 ‐0.097 0.030 0.007 2.0 38.6 241.3 16

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01 SL v 20.5 9.9 ‐0.129 ‐0.022 ‐0.010 1.3 11.1 137.4 8

01 SL n 20.5 9.9 ‐0.129 ‐0.022 ‐0.010 1.3 11.1 137.4 8

02 SERv SL= 11.1 ‐0.502 ‐0.058 0.153 6.6 6.9 333.0 2

02 SERn SL= 11.1 ‐0.502 ‐0.058 0.153 6.6 6.9 333.0 2

03 SOLv SL= 11.1 0.049 0.088 0.096 11.6 22.7 182.7 12

03 SOLn SL= 11.1 0.049 0.088 0.096 11.6 22.7 182.7 12

04 SLPv 76.0 36.8 ‐0.140 ‐0.024 ‐0.012 1.4 38.0 241.3 16

04 SLPn 76.0 36.8 ‐0.140 ‐0.024 ‐0.012 1.4 38.0 241.3 16

Pt 51 Line 23 v Da= 88.9 mm s= 4.0 mm (TFS ) Butt welding tee


Line 8 v Da= 88.9 mm s= 4.0 mm



01 SL v 20.5 9.9 ‐0.146 ‐0.012 0.020 1.4 11.2 137.4 8

01 SL n 20.5 9.9 ‐0.376 ‐0.045 0.019 2.6 12.5 137.4 9

01 SL v 20.5 9.9 ‐0.100 ‐0.034 ‐0.010 1.7 11.7 137.4 8

02 SERv SL= 11.2 0.453 0.117 0.051 6.9 7.2 332.9 2

02 SERn SL= 12.5 1.193 0.104 0.041 5.9 6.8 331.6 2

02 SERv SL= 11.7 0.247 0.220 0.044 11.1 11.3 332.4 3

03 SOLv SL= 11.2 0.050 0.098 0.108 12.7 24.0 182.7 13

03 SOLn SL= 12.5 0.558 0.355 0.133 20.0 33.0 182.7 18

03 SOLv SL= 11.7 0.328 0.391 0.145 20.8 32.8 182.7 18

04 SLPv 76.0 36.8 ‐0.159 ‐0.013 0.022 1.6 38.2 241.3 16

04 SLPn 76.0 36.8 ‐0.392 ‐0.046 0.020 2.6 39.4 241.3 16

04 SLPv 76.0 36.8 ‐0.102 ‐0.033 ‐0.011 1.7 38.5 241.3 16





01 SL v 20.5 9.9 ‐0.394 ‐0.018 ‐0.038 1.9 11.9 137.4 9

01 SL n 20.5 9.9 ‐0.394 ‐0.018 ‐0.038 1.9 11.9 137.4 9

02 SERv SL= 11.9 1.193 0.039 0.126 4.7 5.5 332.2 2

02 SERn SL= 11.9 1.193 0.039 0.126 4.7 5.5 332.2 2

03 SOLv SL= 11.9 0.558 0.143 0.310 16.1 28.5 182.7 16

THTF058


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03 SOLn SL= 11.9 0.558 0.143 0.310 16.1 28.5 182.7 16

04 SLPv 76.0 36.8 ‐0.411 ‐0.019 ‐0.038 2.0 38.8 241.3 16

04 SLPn 76.0 36.8 ‐0.411 ‐0.019 ‐0.038 2.0 38.8 241.3 16


ii= 1.0 io= 1.0 it= 1.0



01 SL v 20.5 9.9 ‐0.521 ‐0.012 ‐0.003 0.6 10.5 137.4 8

02 SERv SL= 10.5 ‐1.235 ‐0.025 ‐0.269 9.6 10.4 333.6 3

03 SOLv SL= 10.5 0.559 0.183 0.084 9.9 20.9 182.7 11

04 SLPv 76.0 36.8 ‐0.543 ‐0.013 ‐0.003 0.7 37.4 241.3 16

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ii= 1.0 io= 1.0 it= 1.0



01 SL n 20.5 9.9 ‐1.021 ‐0.009 0.021 1.1 11.0 137.4 8

02 SERn SL= 11.0 ‐1.235 ‐0.017 ‐0.373 13.2 14.1 333.1 4

03 SOLn SL= 11.0 0.569 0.176 0.105 10.0 21.5 182.7 12

04 SLPn 76.0 36.8 ‐1.046 ‐0.010 0.021 1.1 37.8 241.3 16


ii= 1.3 io= 1.3 it= 1.0



01 SL v 20.5 9.9 ‐1.102 ‐0.008 0.029 1.4 11.3 137.4 8

02 SERv SL= 11.3 ‐1.235 ‐0.014 ‐0.410 18.9 19.7 332.8 6

03 SOLv SL= 11.3 0.571 0.164 0.181 11.8 23.6 182.7 13

04 SLPv 76.0 36.8 ‐1.129 ‐0.008 0.029 1.4 38.2 241.3 16

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EXTRACT OF STRESS ANALYSIS ACC. TO ASME B31.3:

Analysis 01 Stresses due to sustained loads (SL)


Components with maximum stress percentages

Sum of Allowable

Pt stresses stresses

ii io (N/mm2) (N/mm2) (%)

5 (TTU ) 3.17 3.89 37.2 137.4 27.1

79 (TTU ) 3.66 4.54 35.1 137.4 25.5

149 (VUU ) 1.00 1.00 28.9 137.4 21.1

145 (VUU ) 1.00 1.00 28.7 137.4 20.9

147 (RKR ) 1.00 1.00 28.3 137.4 20.6

179 (VUU ) 1.00 1.00 27.3 137.4 19.8

225 (VUU ) 1.00 1.00 26.4 137.4 19.2

223 (VUU ) 1.00 1.00 26.4 137.4 19.2

151 (VUU ) 1.00 1.00 26.0 137.4 19.0

177 (VUU ) 1.00 1.00 25.2 137.4 18.4

153 (VUU ) 1.00 1.00 24.1 137.4 17.6

75 (BGL ) 1.76 1.47 24.1 137.4 17.5

173 (VUU ) 1.00 1.00 23.1 137.4 16.8

213 (KUH ) 1.30 1.30 23.1 137.4 16.8

163 (KUH ) 1.30 1.30 23.0 137.4 16.8

157 (RKR ) 1.00 1.00 22.7 137.4 16.5

227 (VUU ) 1.00 1.00 22.1 137.4 16.1

209 (KUH ) 1.30 1.30 21.2 137.4 15.4

139 (VUU ) 1.00 1.00 20.9 137.4 15.2

233 (VUU ) 1.00 1.00 20.0 137.4 14.6

185 (VUU ) 1.00 1.00 18.8 137.4 13.7

175 (VUU ) 1.00 1.00 18.1 137.4 13.1

83 (BGL ) 2.20 1.84 17.8 137.4 13.0

155 (VUU ) 1.00 1.00 17.4 137.4 12.6

113 (VUU ) 1.00 1.00 16.3 137.4 11.8

99 (VUU ) 1.00 1.00 16.3 137.4 11.8

207 (VUU ) 1.00 1.00 16.1 137.4 11.7

217 (VUU ) 1.00 1.00 16.0 137.4 11.6

77 (BGL ) 1.76 1.47 15.9 137.4 11.6

7 (BGL ) 1.92 1.60 15.2 137.4 11.0

0 Sections with stress(es) exceeded (*)

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Analysis 02 Stresses due to sust. and expansion loads


Fa,MiE,MoE,MtE = RANGE from load case Temp. loads


Sum of Allowable



235 (BGL ) 1.76 1.47 92.2 331.4 27.8

213 (KUH ) 1.30 1.30 74.5 321.0 23.2

79 (TTU ) 3.66 4.54 70.9 309.0 22.9

35 (BGL ) 1.76 1.47 66.5 332.4 20.0

185 (VUU ) 1.00 1.00 64.7 325.3 19.9

41 (BGL ) 1.76 1.47 64.7 333.4 19.4

75 (BGL ) 1.76 1.47 57.9 320.0 18.1

65 (BGL ) 1.76 1.47 59.9 333.6 18.0

57 (BGL ) 1.76 1.47 56.4 332.7 16.9

43 (BGL ) 1.76 1.47 54.6 332.2 16.4

209 (KUH ) 1.30 1.30 48.2 322.9 14.9

69 (BGL ) 1.76 1.47 46.8 329.7 14.2

59 (BGL ) 1.76 1.47 45.8 329.8 13.9

77 (BGL ) 1.76 1.47 43.3 328.5 13.2

45 (TFS ) 1.48 1.64 42.7 332.9 12.8

39 (BGL ) 1.76 1.47 42.6 333.7 12.8

37 (BGL ) 1.76 1.47 42.3 333.9 12.7

223 (VUU ) 1.00 1.00 35.9 317.7 11.3

5 (TTU ) 3.17 3.89 37.1 330.5 11.2

61 (BGL ) 1.76 1.47 35.7 333.4 10.7

225 (VUU ) 1.00 1.00 33.4 317.7 10.5

55 (BGL ) 1.76 1.47 34.5 333.9 10.3

229 (VUU ) 1.00 1.00 32.8 333.1 9.8

233 (VUU ) 1.00 1.00 30.4 324.1 9.4

195 (KUH ) 1.30 1.30 29.4 333.9 8.8

187 (KUH ) 1.30 1.30 28.4 333.2 8.5

87 (VUU ) 1.00 1.00 27.2 333.1 8.2

169 (VUU ) 1.00 1.00 26.8 333.0 8.0

67 (BGL ) 1.76 1.47 26.5 333.8 7.9

83 (BGL ) 2.20 1.84 25.1 326.3 7.7


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Analysis 03 Stresses due to sustained + occasional loads (SOL)


Fa,MiO,MoO,MtO from load case Earthquake‐XYZ


Sum of Allowable



79 (TTU ) 3.66 4.54 69.4 182.7 38.0

187 (KUH ) 1.30 1.30 55.5 182.7 30.4

5 (TTU ) 3.17 3.89 52.2 182.7 28.6

65 (BGL ) 1.76 1.47 50.7 182.7 27.8

213 (KUH ) 1.30 1.30 49.8 182.7 27.3

45 (TFS ) 1.48 1.64 49.6 182.7 27.1

75 (BGL ) 1.76 1.47 46.7 182.7 25.6

89 (VUU ) 1.00 1.00 43.5 182.7 23.8

225 (VUU ) 1.00 1.00 41.9 182.7 22.9

193 (VUU ) 1.00 1.00 40.8 182.7 22.3

47 (BGL ) 1.76 1.47 39.2 182.7 21.4

115 (RKR ) 1.00 1.00 38.6 182.7 21.1

209 (KUH ) 1.30 1.30 38.6 182.7 21.1

191 (VUU ) 1.00 1.00 38.0 182.7 20.8

179 (VUU ) 1.00 1.00 37.9 182.7 20.7

149 (VUU ) 1.00 1.00 36.8 182.7 20.1

145 (VUU ) 1.00 1.00 36.4 182.7 19.9

87 (VUU ) 1.00 1.00 36.2 182.7 19.8

147 (RKR ) 1.00 1.00 35.9 182.7 19.7

113 (VUU ) 1.00 1.00 35.7 182.7 19.5

223 (VUU ) 1.00 1.00 35.3 182.7 19.3

163 (KUH ) 1.30 1.30 34.7 182.7 19.0

151 (VUU ) 1.00 1.00 33.5 182.7 18.3

173 (VUU ) 1.00 1.00 33.0 182.7 18.0

51 (TFS ) 1.48 1.64 33.0 182.7 18.0

217 (VUU ) 1.00 1.00 31.8 182.7 17.4

153 (VUU ) 1.00 1.00 31.3 182.7 17.1

177 (VUU ) 1.00 1.00 31.3 182.7 17.1

69 (BGL ) 1.76 1.47 29.9 182.7 16.3

157 (RKR ) 1.00 1.00 29.7 182.7 16.2


THTF058


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Analysis 04 Primary stresses, pressure testing (SLP)

Fa,MiL,MoL,MtL from load case Pressure test


Sum of Allowable



5 (TTU ) 3.17 3.89 69.1 241.3 28.6

79 (TTU ) 3.66 4.54 62.7 241.3 26.0

149 (VUU ) 1.00 1.00 56.3 241.3 23.3

145 (VUU ) 1.00 1.00 56.1 241.3 23.2

147 (RKR ) 1.00 1.00 55.7 241.3 23.1

179 (VUU ) 1.00 1.00 55.6 241.3 23.0

83 (BGL ) 2.20 1.84 55.4 241.3 23.0

223 (VUU ) 1.00 1.00 54.7 241.3 22.7

225 (VUU ) 1.00 1.00 54.6 241.3 22.6

213 (KUH ) 1.30 1.30 54.2 241.3 22.4

177 (VUU ) 1.00 1.00 53.4 241.3 22.1

151 (VUU ) 1.00 1.00 53.3 241.3 22.1

139 (VUU ) 1.00 1.00 52.2 241.3 21.6

153 (VUU ) 1.00 1.00 51.3 241.3 21.3

85 (VUU ) 1.00 1.00 51.3 241.3 21.3

81 (VUU ) 1.00 1.00 51.3 241.3 21.3

75 (BGL ) 1.76 1.47 51.3 241.3 21.3

173 (VUU ) 1.00 1.00 51.1 241.3 21.2

227 (VUU ) 1.00 1.00 50.0 241.3 20.7

157 (RKR ) 1.00 1.00 49.8 241.3 20.7

163 (KUH ) 1.30 1.30 49.4 241.3 20.5

155 (VUU ) 1.00 1.00 48.5 241.3 20.1

209 (KUH ) 1.30 1.30 48.3 241.3 20.0

113 (VUU ) 1.00 1.00 46.8 241.3 19.4

233 (VUU ) 1.00 1.00 46.7 241.3 19.4

185 (VUU ) 1.00 1.00 46.4 241.3 19.2

7 (BGL ) 1.92 1.60 46.3 241.3 19.2

175 (VUU ) 1.00 1.00 45.6 241.3 18.9

115 (RKR ) 1.00 1.00 45.6 241.3 18.9

99 (VUU ) 1.00 1.00 43.8 241.3 18.1


APPENDIX B

APPENDIX B of Doc. 150-L-ZE-0097001-015

1 of 19

Dimensions - THTF058

Overview Pipes and Elbows/BendsInternal pressure analysis acc. to ASME B31.3-2016

Analysis for Pipes and Bends/Elbows Design Test

Nominaldiameter

Material Out. dia. Wall-thk. C1 C2 V P T Util. P T Util.

mm mm mm mm bar (g) °C % bar (g) °C %

NPS2.0 P SA106B 60.33 5.54 12.50% 1.50 1.00 20.50 190.00 12.86 76.00 20.00 27.14

NPS2.0 B SA106B 60.33 5.54 12.50% 1.50 1.00 20.50 190.00 17.07 76.00 20.00 36.03

NPS3.0 P SA106B 88.90 5.49 12.50% 1.50 1.00 20.50 190.00 19.50 76.00 20.00 41.15

NPS3.0 B SA106B 88.90 5.49 12.50% 1.50 1.00 20.50 190.00 25.70 76.00 20.00 54.25

NPS4.0 P SA106B 114.30 6.02 12.50% 1.50 1.00 20.50 190.00 22.04 76.00 20.00 46.52

NPS4.0 B SA106B 114.30 6.02 12.50% 1.50 1.00 20.50 190.00 28.65 76.00 20.00 60.47

NPS6.0 P SA106B 168.28 7.11 12.50% 1.50 1.00 20.50 190.00 25.99 76.00 20.00 54.84

NPS6.0 B SA106B 168.28 7.11 12.50% 1.50 1.00 20.50 190.00 33.55 76.00 20.00 70.82

1


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Internal pressure analysis acc. to ASME B31.3-2016

Input dataNom. diameter: NPS2.0

Pipe ASME B36.10M:2004 60.33 x 5.54

NPS2.0

Material: SA106B

Design pressure/temperature: 20.50 bar (g) / 190.00 °C

Test pressure/temperature: 76.00 bar (g) / 20.00 °C

Analysis straight pipeDimensions

Outer diameter: 60.33 mm

Wall thickness: 5.54 mm

Add. thickness c1: 12.50% (Rel. minus tolerance (%))

Add. thickness c2: 1.50 mm

Welding factors E x W: 1.00

Coefficient Y: 0.40

Range of validity

t < D / 6 10.054 met

P / S*E <= 0.385 0.015 met

Allowable stresses Design cond. Test cond.

Allowable stresses: 137.38 N/mm² 241.32 N/mm²

Results Design cond. Test cond.

Required wall thickness: 0.45 mm 0.94 mm

Calculated stress: 17.67 N/mm² 65.49 N/mm²

Stress utilization: 12.86 % 27.14 %

Analysis Elbow/BendDimensions


Thickness of connection: 5.54 mm


Inner wall thickn.: 5.54 mm


Outer wall thickn.: 5.54 mm



Bend radius 76.20 mm


Coefficient Y: 0.40

Allowable stresses bend Design cond. Test cond.



Required wall thickness: inside 0.59 mm 1.24 mm

Calculated stress inside: 23.45 N/mm² 86.94 N/mm²

Required wall thickness: outside 0.38 mm 0.81 mm

Calculated stress outside: 15.16 N/mm² 56.20 N/mm²

Max. stress util.: 17.07 % 36.03 %

2


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Internal pressure analysis acc. to ASME B31.3-2016 NPS2.0 Pipe ASME B36.10M:2004 60.33 x 5.54

NPS2.0

Results Pipe

Description Temperature Pressure Allowable stresses Calculated stress: Utilization:

Design 190.00 °C 20.50 bar (g) 137.38 N/mm² 17.67 N/mm² 12.86 %

Pressure test 20.00 °C 76.00 bar (g) 241.32 N/mm² 65.49 N/mm² 27.14 %

Results Elbow/Bend



3


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Pipe ASME B36.10M:2004 88.90 x 5.49

NPS3.0

Material: SA106B









Coefficient Y: 0.40

Range of validity

t < D / 6 14.817 met

P / S*E <= 0.385 0.015 met


















Coefficient Y: 0.40








Max. stress util.: 25.70 % 54.25 %

4


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NPS3.0

Results Pipe




Results Elbow/Bend



5


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Pipe ASME B36.10M:2004 114.30 x 6.02

NPS4.0

Material: SA106B









Coefficient Y: 0.40

Range of validity

t < D / 6 19.050 met

P / S*E <= 0.385 0.015 met


















Coefficient Y: 0.40








Max. stress util.: 28.65 % 60.47 %

6


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NPS4.0

Results Pipe




Results Elbow/Bend



7


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Pipe ASME B36.10M:2004 168.28 x 7.11

NPS6.0

Material: SA106B









Coefficient Y: 0.40

Range of validity

t < D / 6 28.046 met

P / S*E <= 0.385 0.015 met


















Coefficient Y: 0.40








Max. stress util.: 33.55 % 70.82 %

8


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NPS6.0

Results Pipe




Results Elbow/Bend



9


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Overview ReducersInternal pressure analysis acc. to ASME B31.3-2016

Analysis for reducers Design Test

Description Nominal diameter Wall-thk. C1 C2 P T Util. P T Util.

mm mm mm bar (g) °C % bar (g) °C %

NPS3.0/NPS2.0

NW1 88.90 mm 5.49 12.50% 1.50 20.50 190.00 22.81 76.00 20.00 48.15

NW2 60.33 mm 3.91 12.50% 1.50

NPS3.0/NPS2.0_1

NW1 88.90 mm 7.62 12.50% 1.50 20.50 190.00 12.86 76.00 20.00 27.14

NW2 60.33 mm 5.54 12.50% 1.50

NPS4.0/NPS3.0

NW1 114.30 mm 6.02 12.50% 1.50 20.50 190.00 22.04 76.00 20.00 46.52

NW2 88.90 mm 5.49 12.50% 1.50

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Internal pressure analysis of Reducer acc. to ASME B31.3According to ASME B31.3 the dimensions of the the Reducer are sufficient if the utilization of a matching

straight pipe is <= 100% due to the same loads.

NPS3.0/NPS2.0

Component with full utilization factor.

Input data Nom. diameter 1 Nom. diameter 2Nom. diameter: NPS3.0 NPS2.0

Material: SA106B SA106B

Design pressure / temperature: 20.50 bar (g) / 190.00 °C


Dimensions Nom. diameter 1 Nom. diameter 2

Outer diameter Da / da: 88.90 mm 60.33 mm

Wall thickn. e_ord_s / e_ord_b: 5.49 mm 3.91 mm

Add. thickness c1: 12.50% 12.50%

Add.thickness c0: 1.50 mm 1.50 mm

Welding factors E x W: 1.00 1.00

Angle alpha: 75.00°

Allowable streses Diameter 1 Design cond. Test cond.




Stress analysis design conditionsNom. diameter 1 Nom. diameter 2



Utilization: 19.50 % 22.81 %

Stress analysis test conditionsNom. diameter 1 Nom. diameter 2



Utilization: 41.15 % 48.15 %

Results

Description Temperature Pressure Allowed Calculated Utilization:



11


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NPS3.0/NPS2.0_1




















Utilization: 12.24 % 12.86 %




Utilization: 25.83 % 27.14 %

Results




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NPS4.0/NPS3.0




















Utilization: 22.04 % 19.50 %




Utilization: 46.52 % 41.15 %

Results




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Overview Branches/TeesInternal pressure analysis acc. to ASME B31.3-2016

Analysis for tees Design Test

Description Nominal diameter Wall-thk. C1 C2 P T Util. P T Util.

mm mm mm bar (g) °C % bar (g) °C %

NPS4.0/NPS3.0

R 4 6.02 12.50% 1.50 20.50 190.00 22.26 76.00 20.00 65.04

B 3 5.49 12.50% 1.50

NPS3.0/NPS3.0

R 3 5.49 12.50% 1.50 20.50 190.00 19.50 76.00 20.00 41.15

B 3 5.49 12.50% 1.50

NPS6.0/NPS3.0

R 6 7.11 12.50% 1.50 20.50 190.00 28.60 76.00 20.00 91.84

B 3 5.49 12.50% 1.50

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Internal pressure analysis Branch/Tee acc. to ASME B31.3-2016NPS4.0/NPS3.0

Areas of welds according to 328.5.4

Input data Run BranchNom. diameter: NPS4.0 NPS3.0




Dimensions Run Branch






Coefficient Y: 0.40 0.40

Length: 164.60 mm 65.40 mm

Effective width ls / length lb: 82.30 mm 8.25 mm

Allowable stresses run Design cond. Test cond.


Allowable stresses branch Design cond. Test cond.


Range of validity

Db/Dh <= 1.000 0.778 met

Dh/Th <= 100.000 18.987 met

phi <= 45.000 0.000 met

Results Design cond. Test cond.Analysis straight pipe - RunCalculated stress: 30.28 N/mm² 112.25 N/mm²


Analysis straight pipe - BranchCalculated stress: 26.79 N/mm² 99.31 N/mm²


Area for design conditionsAnalysis equation (6a)

Required Area: 69.77 mm²

Reinforcement area: 313.37 mm²

Utilization: 22.26 %

Area for test conditionsAnalysis equation (6a)




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Internal pressure analysis Branch/Tee acc. to ASME B31.3-2016According to ASME B31.3 the dimensions of the tee are sufficient if the utilization of a matching straight pipe is <= 100% due to the

same loads.

NPS3.0/NPS3.0

Tee ASME B16.9 88.90 x 5.49 88.90 x 5.49


Input data Run BranchNom. diameter: 3 3















Range of validity

Db/Dh <= 1.000 1.000 met

Dh/Th <= 100.000 16.204 met

phi <= 45.000 0.000 met





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Internal pressure analysis Branch/Tee acc. to ASME B31.3-2016NPS6.0/NPS3.0

Areas of welds according to 328.5.4

Input data Run BranchNom. diameter: NPS6.0 NPS3.0











Length: 164.60 mm 92.39 mm

Effective width ls / length lb: 82.30 mm 8.25 mm





Range of validity

Db/Dh <= 1.000 0.528 met

Dh/Th <= 100.000 23.661 met

phi <= 45.000 0.000 met





Area for design conditionsAnalysis equation (6a)




Area for test conditionsAnalysis equation (6a)




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Calculation of allowable stresses +-----------------------------------------------------------------------+

| ASME B31.3 Edit.2016 Material: SA106B Ferrite |

|-----------------------------------------------------------------------|

| Material: SA106B |

| Material properties Spec. Rev. |

| --------------------------------------------------------------------- |

| Young's modulus ASME II/D, Table Y1 01/2013 |

| Expansion coefficient ASME II/D, Table Y1 01/2013 |

| Tensile strength ASME II/D, Table Y1 01/2013 |

| 0.2% Yield strength ASME II/D, Table Y1 07/2015 |

|-----------------------------------------------------------------------|

| Temperature T °C | 190.00 | 190.00 | 20.00 | 20.00 | |

| Y-mod\cold kN/mm^2 | 203.46 | 203.46 | 203.46 | 203.46 | |

| Y-mod\hot kN/mm^2 | 192.06 | 192.06 | 203.46 | 203.46 | |

|---------------------+---------+---------+---------+---------+---------|

| wall thickness mm | 6 - 7| 0 - 6| 6 - 7| 0 - 6| |

|---------------------+---------+---------+---------+---------+---------|

| Rm\RT\min | -.- | -.- | -.- | | |

| Rm\T\min | -.- | -.- | -.- | | |

| Rp0.2\RT\min | -.- | -.- | -.- | | |

| Rp0.2\T\min | 208.12 | 208.12 | 241.32 | 241.32 | |

| Rm\100000\mit | -.- | -.- | -.- | | |

| Rm\100000\min | -.- | -.- | -.- | | |

|---------------------+---------+---------+---------+---------+---------|

| Rm\RT\min/3.0 | -.- | -.- | -.- | | |

| Rp0.2\RT\min/1.5 | -.- | -.- | -.- | | |

| Sc | 137.90 | 137.90 | 137.90 | | |

|---------------------+---------+---------+---------+---------+---------|

| Rm\T\min/3.0 | -.- | -.- | -.- | | |

| Rp0.2\T\min /1.5 | 138.75 | 138.75 | 160.88 | | |

| Rm\100000\mitt/1.5 | -.- | -.- | -.- | | |

| 0.8*Rm\100000\min | -.- | -.- | -.- | | |

| Sh | 137.38 | 137.38 | 137.90 | | |

| Sh_test | | | | 241.32 | |

|---------------------+---------+---------+---------+---------+---------|

| Sa | 206.71 | 206.71 | 206.84 | | |

| SoA | 344.09 | 344.09 | 344.74 | | |

+-----------------------------------------------------------------------+

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APPENDIX C

APPENDIX C of Doc. 150-L-ZE-0097001-015

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Cylinder #1

ASME Section VIII Division 1, 2017 Edition Metric

Component Cylinder

Material SA-106 B Smls Pipe (II-D Metric p. 14, ln. 10)

Pipe NPS andSchedule NPS 3 Sch 40 (Std) DN 80

ImpactTested Normalized Fine Grain

Practice PWHT Maximize MDMT/No MAWP

No No No No No

DesignPressure (bar)

DesignTemperature (°C)

DesignMDMT (°C)

Internal 20.5 190 -10External 1.03 190

Static Liquid Head

Condition Ps (bar) Hs (mm) SG

Test horizontal 0.01 77.92 1

Dimensions

Outer Diameter 88.9 mm

Length 12,300 mm

Pipe NominalThickness 5.49 mm

Pipe MinimumThickness1 4.8 mm

Corrosion Inner 1.5 mm

Outer 0 mm

Weight and Capacity

Weight (kg) Capacity (liters)

New 138.6 58.65

Corroded 102.52 63.26

Radiography

Longitudinal seam Seamless No RT

Left Circumferentialseam Full UW-11(a) Type 1

Right Circumferentialseam Full UW-11(a) Type 1

1Pipe minimum thickness = nominal thickness times pipe tolerance factor of 0.875.

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Results Summary

Governing condition UG-16

Minimum thickness per UG-16 1.5 mm + 1.5 mm = 3 mm

Design thickness due to internal pressure (t) 2.27 mm

Design thickness due to external pressure (te) 2.3 mm

Maximum allowable working pressure (MAWP) 90.36 bar

Maximum allowable pressure (MAP) 133.29 bar

Maximum allowable external pressure (MAEP) 43.5 bar

Rated MDMT -105 °C

UCS-66 Material Toughness Requirements

Governing thickness, tg = 4.8 mm

Impact test exempt per UCS-66(d) (NPS 4 or smaller pipe) = -105°C

Material is exempt from impact testing at the Design MDMT of -10°C.

Design thickness, (at 190 °C) Appendix 1-1

t = P*Ro / (S*E + 0.40*P) + Corrosion= 20.5*44.45 / (1,180*1.00 + 0.40*20.5) + 1.5= 2.27 mm

Maximum allowable working pressure, (at 190 °C) Appendix 1-1

P = S*E*t / (Ro - 0.40*t) - Ps= 1,180*1.00*(5.49*0.875 - 1.5) / (44.45 - 0.40*(5.49*0.875 - 1.5)) - 0= 90.36 bar

Maximum allowable pressure, (at -10 °C) Appendix 1-1

P = S*E*t / (Ro - 0.40*t)= 1,180*1.00*(5.49*0.875) / (44.45 - 0.40*(5.49*0.875))= 133.29 bar

External Pressure, (Corroded & at 190 °C) UG-28(c)

L / Do = 12,300 / 88.9 = 50.0000Do / t = 88.9 / 0.79 = 111.9522

From table G: A = 0.000091From table CS-2 Metric: B = 88.5451 kg/cm2 (86.83 bar)

Pa = 4*B / (3*(Do / t))= 4*86.83 / (3*(88.9 / 0.79))= 1.03 bar

Design thickness for external pressure Pa = 1.03 bar

ta = t + Corrosion = 0.79 + 1.5 = 2.3 mm

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Maximum Allowable External Pressure, (Corroded & at 190 °C) UG-28(c)

L / Do = 12,300 / 88.9 = 50.0000Do / t = 88.9 / (5.49*0.875 - 1.5) = 26.9181

From table G: A = 0.001553From table CS-2 Metric: B = 895.4649 kg/cm2 (878.1495 bar)

Pa = 4*B / (3*(Do / t))= 4*878.15 / (3*(88.9 / (5.49*0.875 - 1.5)))= 43.5 bar

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