PR-10 Report Rev. B (Arkonin)

SHEET 1-15

# 10

9 6 0 8 SNO - S - CC - 05 - 010Sulawesi

CALCULATION CONTRACT NO. : K0498R/JOBT/MDP

CALCULATION OF PIPE RACK STRUCTURE

SU2573 B

SENORO GAS DEVELOPMENT PROJECTCIVIL / CIVIL

Joint Operating Body JOB NO. DOC. NO REV.Pertamina Medco E&P Tomori

REV

HDY

DATECLIENT

FMM JHH

DATE DESCRIPTION PREP'D

B 23-Jun-13 Issued for COMPANY Review AMP SN

APP'D BYCHK'D END'DREV'D

SENORO GAS DEVELOPMENT PROJECT

TABULATION OF REVISED PAGES

12

15 X

11 X

13Xx

14 X

9 X8 X

10 X

5 X

7 X6 X

3 X4 X

SHEET REVISION

1 X2 X

DATE. 23-Jun-13

CALCULATION OF PIPE RACK STRUCTURE # 10

Doc. No. SNO-S-CC-05-010

REV. B

BSHEET REVISION

B

Attach. C

Attach. EAttach. FAttach. GAttach. HAttach. I

Attach .K XAttach .J X

XXXXX

Attach. D X

Attach. B XX

Attach. A X

15 X

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REV. B

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REVISION SUMMARY

REV. DATE DESCRIPTIONOFCHANGE

B 23-Jun-2013 Issued for Company Review



SENORO GAS DEVELOPMENT PROJECT DATE.

Page 3 of 15Page 3 of 15

BCALCULATION OF PIPE RACK STRUCTURE

# 10 REV


1. GENERAL 51.1 Scope 5

DATE.

B

TABLE OF CONTENTS

SENORO GAS DEVELOPMENT PROJECT 23-Jun-13

REV.

1.2 Codes, Standards, and References 51.3 Units 51.4 Quality of Material 51.5 Unit Weight of Material 61.6 Abbreviation 6

2. ANALYSIS METHOD 72.1 Design Concept 7g p2.2 Design Criteria 72.3 Design Loading 72.4 Load Combination 92.5 Allowable Deflection 11

3 STRUCTURAL MODELING 124 STEEL STRUCTURE CHECKING 12

4.1 Steel Stress Checking 12g4.2 Deflection Checking 13

5. FOUNDATION CHECKING 15

ATTACHMENTA. PIPE RACK PLAN VIEW & SECTIONB. PIPES, CABLE TRAY AND EQUIPMENT LOADING DATA C. STRUCTURAL MODELLINGD. DESIGN LOADE. STAAD INPUT DATAF. STRESS RATIOG. DEFLECTION DATAH. CONNECTION CHECKI. ANCHOR BOLT CAPACITYJ FOUNDATION DESIGNK. STEEL & FOUNDATION MATERIAL TAKE OFF (MTO)

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B.CALCULATION OF PIPE RACK STRUCTURE

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1. General1.1 Scope

1.2 Codes, Standards, and References1 SNO-S-DB-001 Design Basis Tripatra-Samsung " Civil/Structural Design Criteria "

This document presents calculation of foundation and steel structure for pipe rack structure PR-08.

1 SNO-S-DB-001, Design Basis Tripatra-Samsung Civil/Structural Design Criteria.2

3 ACI 318-08 " Building Code Requirements for Structural Concrete and Commentary." 4

5 AISC-ASD " Manual of Steel Construction ", volume 2, 9th Edition6 UBC 1997 " Uniform Building Code "

Job No 2894, Geotechnical Investigation For Senoro Gas Processing Plant Senoro-Central Sulawesi Indonesia,Rev 03 by Soilens,PT on March, 21st 2013.

ASCE 7-10 " American Society of Civil Engineers - Minimum Design Loads for Buildings and Other Structures."

6 UBC - 1997, Uniform Building Code.7

8 SNO-C-TC-102, Tripatra-Samsung " Wind Data Evaluation Report."9

10 SNO-C-CC-001, " Calculation For Piling Capacity Design."

SNO-C-TS-101, Tripatra-Samsung " Earthquake Loads Calculation Procedure for Structures and Foundations. "

SNO-S-TS-001, Tripatra-Samsung Specification " Spesification For Structural Steel Material. "

1.3 UnitsAll Units are in SI Unit unless noted otherwise

1.4 Quality of Material

Structural Steel, ASTM A 36 or JIS G3101 Grade SS400fy =

Strength

235 00 MPa

Material

fy = fu =

Ft all = Fv all =

Structural Concrete fc' = Levelling Concrete fc' = Reinforcing Bar : ASTM A615 d 60 BD f d B f

MPa

235.00

MPa

400.00141.0094.00

MPa 28.00

MP

Material Strength

17.50

MPa

MPa MPa

390 00ASTM A615 grade 60 or BDeformed Bar fy =

Anchor Bolt ASTM A 307 Grade C fy = ft all = fv all =

HS Bolt, ASTM A 325 fy = fu =

Weld Electrode (AWS D 1 1 E60xx) Fu =

137.30 MPa 240.00

StrengthMPa

Material

720.00

MPa

413 7 MPa

550.0068.60

MPa

MPa

MPa

390.00

Weld Electrode (AWS D.1.1, E60xx) Fu = Fv all = MPa 124.11

413.7 MPa

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1.5 Unit Weight of Material

Reinforced Concrete (c)Lean Concrete (pc)Steel (s) 78.50

MaterialkN/m3

21.58

Unit Weight

3

23.54kN/m3

kN/m3

Soil (so)Operating Liquid (L(o))Water (L)Sand Gravel (g)

1.6 Abbreviation

BCD : bolt circle diameter

10.00kN/m3

16.50 kN/m3

kN/m310.60

kN/m317.65

BCD : bolt circle diameterCa : seismic coefficientCf : force coefficientD : dead load db : diameter boltE : young modulusE : earthquake Load (E)e : excentricitye : excentricityF : minimum bolt pitchft : bolt tensile strengthfv : bolt shear strengthfy : yield strength of reinforce steelG : gust effect factorh : height of structure from ground levelI : importance factorI : importance factor ID : inside diameterKd : wind directionaly factorKz : velocity pressure exposure coefficientKzt : topographic factorLC1 : factored load combinationLC2 : unfactored load combinationLe minim m bolt embedmentLe : minimum bolt embedmentMu : moment ultimate : coefficient of frictionn1 : number of boltPE : weight of pipe in empty conditionPO : piping load (operating condition)PT : piping load (testing condition)

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QE : weight of machinery incl. appurtenances and it is clasiffied as empty load (erection)Qo : equipment weight (operating condition)QT : equipment weight (testing condition)qz : wind pressureT : tensile forceTF : thermal forceV : shear forceVs : base shearVp : shear of plateW : wind loadWt : weight of equipment and/or structureZ : modulus section

2. Analysis Method2.1 Design Concept

-

- Stability :-

-

in transverse direction, structure are designed as reinforced steel frame with fixed connection

Loads to be considered in calculation consist of dead loads, live loads, pipe loads, equipment loads and environmental loads.

in longitudinal direction, structure are designed as reinforced steel frame with

- Horizontal and vertical bracing is designed as truss member- Types of support is pinned connection in all direction.

pinned connection

Allowable Stress Design shall be used in the design of steel structure member conforming to AISC ASD.

- The structure will be analyzed with STAADPro V8i structural analysis computer programming and as space frame analysis.

-

2.2 Design Criteria2.2.1 Allowable Ratio

- Allowable ratio for permanent is 1.00 with apply unfactored combination.- Allowable ratio for temporary is 1.33 with apply unfactored combination.

2.2.1 Allowable Deflection- Allowable ratio for vertical is L/240 with apply unfactored combination.- Allowable ratio for horizontal is L/200 with apply unfactored combination.

2.3 Design Loading2.3.1 Primary Load

The following loads and forces are considered in the design of Structure :2.3.1.1. Dead Load (D)Selfweight of Steel Structure exclude plate connection, bolt & fireproofing.2.3.1.2. Live Load (L)Any load not permanently fixed to the structure e.g loading caused by personnel, tools during

Live Load shall be applied on platform in the top level of rack, as servicing cooling tower access.Live Load in operating or maintenance platform are 2.50 kN/m2

2.5 x 3 = 7.5 kN/m ---> span 3 m

maintenance.

Live Load =

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2.3.1.3. Equipment Load (Q)

2.3.1.4. Piping Load (P)

Dynamic load due to fan rotation has considered as additional static load that was determined based on the fan size.

Weight of equipment or machinery (ACHE) including appurtenances and it is classified as an empty (erection) load QE, an operating load Qo or a testing load QT.

2.3.1.5. Cable Tray LoadWeight of cable tray is included according to Electrical and Instrument information.

Weight of pipe including appurtenances and it is classified as an empty (erection) load PE, an operating load PO or a testing load PT.

Miscellaneous piping support attached on main structure that were not modeled on structure model, will be provided by piping. The miscellaneous piping loading at any position on platform were assumed that have been covered as live load on platform (170 kg/m2)

Weight of cable tray is calculated as follow :- cable tray (900 mm = 150 kg,m; 600 mm = 100 kg/m; 300 mm = 50 kg/m)

2.3.1.6. Wind Load (W)

Wind Velocity (v) = m/s Risk Category III & IV( ) kN/ 2

32.080

Based on , 'Senoro Gas Development Project, SNO-C-TC-102, "Wind Data Evaluation Report"', wind load will be calculated by following formula :

Wind Pressure (qz) = kN/m2 h = 4,6 m= kN/m2 h = 6,1 m= kN/m2 h = 7,6 m= kN/m2 h = 9,1 m= kN/m2 h = 12,2 m= kN/m2 h = 15,2 m= kN/m2 h = 18 m

0.6900.710

0.620

0.5400.5700.590

0.660

2.3.1.7. Earthquake Load ( E)

Vs = Cs x Wt ,with Cs = TransvVs = x Wt Cs = Longit0.210

0.260

Based on, 'Senoro Gas Development Project, SNO-C-TS-101, "Earthquake Loads Calculation Procedure For Structure And Foundation "'', earthquake load will be calculated in accordance with UBC-97 as :

0.260Vs = x Wt0.210

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2.3.1.8. Thermal Load ( TF)a. Thermal Load due to Material Friction

Thermal friction loads are calculated by estimating piping load by friction coeffficients ()

as follows:

In design of pipe supports, horizontal friction forces due to thermal expansion or contraction of flare lines and stream lines, etc shall be applied at the support bearing surfaces.

as follows: = 0.3 ( steel to steel ) (Design Criteria)TF = x gravity pipe operation load

Pipe Weight (Wp)

NOTE :

b. Thermal Load due to Pipe anchorage/ Supporting systemAnchor and guide load is resulted from pipe stress analysis (PSA) which be generated from piping software analysis

The derived thermal forces based on normal and friction as described above is not used when thermal force from pipe stress analysis is given from piping.

Tf

The PSA result were plotted on piping loading data number (Attachment B)

2.3.1.9. Platform LoadWeight of PlatformBar 6 = 0.25 d2 x 78.5 x 11 = 0.024Serrated = 0.03 x 0.01 x 1 x 78.5 x 35 = 0.343

Total = 0 368kN/m2kN/m2

piping software analysis.

kN/m2

Total 0.368= 0.037

Total = 0.405

2.4

Empty Condition:

kN/m2kN/m2kN/m2

2.4.1Load Combination

Accessories + 10%

The following factored load combination is used to design concrete reinforcement by Load and Resistance Factored Design method:

Empty Condition:LC 1-11 1.4(D + PE + QE )LC 1-21 1.2(D + PE + QE) + 1.6 W in Z(+)LC 1-22 1.2(D + PE + QE) + 1.6 W in Z(-)LC 1-23 1.2(D + PE + QE) + 1.6 W in X(+)LC 1-24 1.2(D + PE + QE) + 1.6 W in X(-)LC 1-31 1.2(D + PE + QE) + E in Z(+)LC 1-32 1 2(D + PE + QE) + E in Z(-)LC 1-32 1.2(D + PE + QE) + E in Z(-)LC 1-33 1.2(D + PE + QE) + E in X(+)LC 1-34 1.2(D + PE + QE) + E in X(-)Operating Condition:LC 1-41 1.4(D + PO + QO + TF(+))LC 1-42 1.2(D + PO + QO + TF(+)) + 1.6 L

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LC 1-43 1.4(D + PO + QO + TF(-))LC 1-44 1.2(D + PO + QO + TF(-)) + 1.6 L

Operating Condition + Wind (on positive thermal):LC 1-51 1.2(D + PO + QO + TF(+)) + L + 1.6 W in Z(+)LC 1-52 1.2(D + PO + QO + TF(+)) + L + 1.6 W in Z(-)LC 1-53 1.2(D + PO + QO + TF(+)) + L + 1.6 W in X(+)LC 1-54 1.2(D + PO + QO + TF(+)) + L + 1.6 W in X(-)Operating Condition + Earthquake (on positive thermal):LC 1-61 1.2(D + PO + QO + TF(+)) + L + E in Z(+)LC 1-62 1.2(D + PO + QO + TF(+)) + L + E in Z(-)LC 1-63 1.2(D + PO + QO + TF(+)) + L + E in X(+)LC 1-64 1.2(D + PO + QO + TF(+)) + L + E in X(-)Operating Condition + Wind (on negative thermal):LC 1-71 1.2(D + PO + QO + TF(-)) + L + 1.6 W in Z(+)LC 1-72 1.2(D + PO + QO + TF(-)) + L + 1.6 W in Z(-)LC 1-73 1.2(D + PO + QO + TF(-)) + L + 1.6 W in X(+)LC 1-74 1.2(D + PO + QO + TF(-)) + L + 1.6 W in X(-)Operating Condition + Earthquake (on negative thermal):LC 1-91 1.2(D + PO + QO + TF(-)) + L + E in Z(+)LC 1-92 1.2(D + PO + QO + TF(-)) + L + E in Z(-)LC 1-93 1.2(D + PO + QO + TF(-)) + L + E in X(+)LC 1-94 1.2(D + PO + QO + TF(-)) + L + E in X(-)Test Condition:LC 1-80 1.2(D + PT + QT) + 1.6 (L/2)LC 1-81 0.9(D + PT + QT) + 1.6 (W/3) in Z(+)LC 1-82 0.9(D + PT + QT) + 1.6 (W/3) in Z(-)LC 1-83 0.9(D + PT + QT) + 1.6 (W/3) in X(+)LC 1-84 0.9(D + PT + QT) + 1.6 (W/3) in X(-)

Empty Condition: Increase in Allowable StressLC 2-11 D + PE + QE 1.00LC 2-21 D + PE + QE + W in Z(+) 1.33

2.4.2 The following unfactored load combination is used to steel structure design by Allowable Stress Design.

LC 2-22 D + PE + QE + W in Z(-) 1.33LC 2-23 D + PE + QE + W in X(+) 1.33LC 2-24 D + PE + QE + W in X(-) 1.33LC 2-31 D + PE + QE + E in Z(+)/1,4 1.33LC 2-32 D + PE + QE + E in Z(-)/1,4 1.33LC 2-33 D + PE + QE + E in X(+)/1,4 1.33LC 2-34 D + PE + QE + E in X(-)/1,4 1.33

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Operating Condition:LC 2-41 D + PO + QO + TF(+) 1.00LC 2-42 D + PO + QO + TF(-) 1.00Operating Condition + Wind (on positive thermal):LC 2-51 D + PO + QO + TF(+) + L + W in Z(+) 1.33LC 2-52 D + PO + QO + TF(+) + L + W in Z(-) 1.33LC 2 53 D + P + Q + TF(+) + L + W in X(+) 1 33LC 2-53 D + PO + QO + TF(+) + L + W in X(+) 1.33LC 2-54 D + PO + QO + TF(+) + L + W in X(-) 1.33Operating Condition + Earthquake (on positive thermal):LC 2-61 D + PO + QO + TF(+) + L + E in Z(+)/1,4 1.33LC 2-62 D + PO + QO + TF(+) + L + E in Z(-)/1,4 1.33LC 2-63 D + PO + QO + TF(+) + L + E in X(+)/1,4 1.33LC 2-64 D + PO + QO + TF(+) + L + E in X(-)/1,4 1.33Operating Condition + Wind (on negative thermal):Operating Condition + Wind (on negative thermal):LC 2-71 D + PO + QO + TF(-) + L + W in Z(+) 1.33LC 2-72 D + PO + QO + TF(-) + L + W in Z(-) 1.33LC 2-73 D + PO + QO + TF(-) + L + W in X(+) 1.33LC 2-74 D + PO + QO + TF(-) + L + W in X(-) 1.33Operating Condition + Earthquake (on negative thermal):LC 2-81 D + PO + QO + TF(-) + L + E in Z(+)/1,4 1.33LC 2-82 D + PO + QO + TF(-) + L + E in Z(-)/1,4 1.33LC 2 82 O QO ( ) ( ) , 1.33LC 2-83 D + PO + QO + TF(-) + L + E in X(+)/1,4 1.33LC 2-84 D + PO + QO + TF(-) + L + E in X(-)/1,4 1.33

Test Condition:LC 2-90 D + PT + QT 1.00LC 2-91 D + PT + QT + W in Z(+) 1.33LC 2-92 D + PT + QT + W in Z(-) 1.33LC 2-93 D + PT + QT + W in X(+) 1.33LC 2-94 D + PT + QT + W in X(-) 1.33LC 2-95 D + PT + QT + E in Z(+)/1,4 1.33LC 2-96 D + PT + QT + E in Z(-)/1,4 1.33LC 2-97 D + PT + QT + E in X(+)/1,4 1.33LC 2-98 D + PT+ QT + E in X(-)/1,4 1.33

2.5 Allowable Deflection2.5.1

- Beam for Structural componen: L/2402.5.2 The limiting permissible horizontal displacement of structures :

- Steel Structure : H/200

The limiting permissible vertical deflection for structural steel members shall be as specified below :

where :L = Theoretical span of beamH = Total Height of structures

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3 St t l M d li3. Structural ModelingStructural modeling at the pipe rack is applied three dimensional with seismic analysis.

4. Steel Structure Checking4.1 Steel Stress Checking

Steel member stresses are checked in accordance with AISC by STAAD Pro V8i whichpresents the actual stress to the allowable Stress Ratio as SR.

Pipe Rack PR-08

Permanent TemporaryH-588X300X12 Column

H-588X300X12 Main beam EL+0,00 H-300x150x6,5 Secondary beamto H-300x150x6 5 Longitudinal beam

0.6400.2440 374

0.2430.369

0.857

Steel Stress RatioProfiles

0.357

Remarksm

Elevation

0 361to H 300x150x6,5 Longitudinal beamEL+5,00 H-200x100x5,5 Secondary longitudinal beam

T-150x150 Horizontal BracingT-200x200 Vertical BracingH-588X300X12 Column

H-588X300X12 Main beam EL+5,00 H-300x150x6,5 Secondary beamto H-300x150x6,5 Longitudinal beam0.278

0.214 0.4170.155 0.4170.465 0.4670.210

0.1200.092

0.3740.093

0.306 0.582

0.3610.089

H 300x150x6,5 Longitudinal beamEL+7,00 H-200x100x5,5 Secondary longitudinal beam


H-588X300X12 Main beam EL+7,00 H-300x150x6,5 Secondary beamto H-300x150x6,5 Longitudinal beam

0.278

0.101 0.218

0.2100.074 0.0830.106 0.121

0.274 0.277

0.189 0.3290.094 0.354

0.154 0.212, gEL+10,00H-200x100x5,5 Secondary longitudinal beam


H-588X300X12 Main beam EL+10,00H-300x150x6,5 Secondary beamto H-300x150x6,5 Longitudinal beam

0.105 0.243

0.069 0.0880.057 0.076

0.414 0.4200.437 0.749

0.3330.163 0.2770.127

gEL+13,00H-200x100x5,5 Secondary longitudinal beam


H-588X300X12 Main beam EL+13,00H-400x200x8 Secondary beamto H-400x200x8 Longitudinal beam

0.922

0.117 0.2530.476 0.5700.848

0.032 0.0650.030 0.110

0.558 0.5610.471 0.479

EL+16,00H-200x100x5,5 Secondary longitudinal beamT-150x150 Horizontal BracingT-200x200 Vertical Bracing

0.166 0.2640.159 0.3050.184 0.285

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For Permanent condition,Max ratio < OK

For Temporary condition,Max ratio < OK

4.2 Deflection CheckingDeflection check for steel structures is performed based on the unfactored load combinations.

0.922

0.848 1.00

1.33

(1). Vertical deflection (dv) Check.dv allowed = L / 240

(2). Horizontal Deflection (dh) Check:dh allowed = H / 200

Where, L = horizontal span length of the structure member H = height of structure member (column)

The following tables present summary of the results.

Beam Deflection Permanent Load ConditionElevation Properties L all check Remarks

(m) (mm) (mm) (mm) H-588X300X12 OK Main beam

H-300x150x6,5 OK Secondary beamEL+5,00 H-300x150x6,5 OK Longitudinal beam

H 200x100x5 5 OK Secondary longitudinal beam

33.333

12 50025.000

33.333

1.4531.449

6000

8000

3000 0 058

80001.983

H-200x100x5,5 OK Secondary longitudinal beamT-150x150 OK Horizontal BracingT-200x200 OK Vertical Bracing

H-588X300X12 OK Main beam H-300x150x6,5 OK Secondary beam

EL+7,00 H-300x150x6,5 OK Longitudinal beamH-200x100x5,5 OK Secondary longitudinal beamT-150x150 OK Horizontal Bracing

5830

12.500

24.292

3000 0.058

33.333 0.985 8000 33.333 2.536

0.0030.003

6000 25.000 0.715

8000

5000 20.833

3000 12.500 0.0585000 20 833 0 003T-150x150 OK Horizontal Bracing

T-200x200 OK Vertical Bracing H-588X300X12 OK Main beam

H-300x150x6,5 OK Secondary beamEL+10,00H-300x150x6,5 OK Longitudinal beam


8000 33.333 0.760

6000 25.000

5000 20.833 0.0033606 15.025 0.003

8000 33.333 1.5960.630

3000 12.500 0.0585000 20.833 0.0034243 17 679 0 003T 200x200 OK Vertical Bracing


EL+13,00H-300x150x6,5 OK Longitudinal beamH-200x100x5,5 OK Secondary longitudinal beamT-150x150 OK Horizontal BracingT-200x200 OK Vertical BracingH-588X300X12 OK Main beam

0.700

6000 25.000 2.5168000 33.333 2.35480004243 17.679 0.003

3000 12.500 0.058

33.333

5000 20.833 0.003

8000 33.333 4.4494243 17.679 0.003

H 588X300X12 OK Main beam H-300x150x6,5 OK Secondary beam

EL+16,00H-300x150x6,5 OK Longitudinal beamH-200x100x5,5 OK Secondary longitudinal beamT-150x150 OK Horizontal BracingT-200x200 OK Vertical Bracing

8000 33.333 4.449 8000 33.333 2.575

6000 25.000 1.2903000 12.500 0.0585000 20.833 0.0034243 17.679 0.003

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Column Deflection Permanent Load ConditionElevation Properties L all x check z check Remarks

(m) (mm) (mm) (mm) (mm)EL+5,00 H-588X300X12 OK OK AA - HAEL+7,00 H-588X300X12 AA - HAEL+10,00H-588X300X12 AA - HAOK

OK7000 35.000 4.911 1.1291.585

OKOK10000 50.000

5000 25.000 4.365 1.105

5.315EL+13,00H-588X300X12 AA - HAEL+16,00H-588X300X12 AA - HA

Beam Deflection Temporary Load ConditionElevation Properties L all check Remarks

(m) (mm) (mm) (mm)H 588X300X12 OK M i b

OK 1.8812.107

OKOK OK16000 80.000 6.293

13000 65.000 5.705

8000 33 333 2 285 H-588X300X12 OK Main beam H-300x150x6,5 OK Secondary beam

EL+5,00 H-300x150x6,5 OK Longitudinal beamH-300x150x6,5 OK Secondary longitudinal beamT-150x150 OK Horizontal BracingT-200x200 OK Vertical Bracing

H-588X300X12 OK Main beam H 300 150 6 5 OK S d b

6000 25.000 1.4543000 12.500 0.058

8000 33.333 2.285

8000 33 333 2 981

5000 20.833 0.0035830 24.292 0.0038000 33.333 4.070

8000 33.333 1.462

H-300x150x6,5 OK Secondary beamEL+7,00 H-300x150x6,5 OK Longitudinal beam



EL+10 00H 300x150x6 5 OK Longitudinal beam

5000 20.833 0.0033606 15.025 0.003

8000 33.333 2.9816000 25.000 0.595

8000 33.333 1.9968000 33.333 3.1536000 25 000 0 620

3000 12.500 0.058

EL+10,00H-300x150x6,5 OK Longitudinal beam



EL+13,00H-300x150x6,5 OK Longitudinal beamH 300x150x6 5 OK Secondary longitudinal beam

6000 25.000 0.620

8000 33.333 0.3578000 33.333 2.232 6000 25.000 0.9553000 12 500 0 058

3000 12.500 0.0585000 20.833 0.0034243 17.679 0.003



EL+16,00H-300x150x6,5 OK Longitudinal beamH-300x150x6,5 OK Secondary longitudinal beamT-150x150 OK Horizontal Bracing

8000 33.333 4.8294243 17.679 0.0035000 20.833 0.0033000 12.500 0.058

3000 12.500 0.0585000 20 833 0 003

8000 33.333 1.9956000 25.000 1.384

T-150x150 OK Horizontal BracingT-200x200 OK Vertical Bracing4243 17.679 0.003

5000 20.833 0.003

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Column Deflection Temporary Load ConditionElevation Properties L all x check z check Remarks

(m) (mm) (mm) (mm) (mm)EL+5,00 H-588X300X12 OK OK AA - HAEL+7,00 H-588X300X12 AA - HAEL+10,00H-588X300X12 AA - HA

5000 25.000 21.654 2.1187000 35.000 25.557 OK 2.760 OK

10000 50.000 30.298 OK 3.731 OKEL+13,00H-588X300X12 AA - HAEL+16,00H-588X300X12 AA - HA

5. Foundation Checking

- Summary of pile foundation design

16000 80.000 37.950 OK 5.611 OK13000 65.000 34.463 OK 4.703 OK

Allowable

(kN)

0.00 -175.00 11.57 39.00

Pile Lateral

Allowable (kN)

Forces (kN)

Allowable (kN)

Forces (kN)

Pile Compression Pile Tension

Row AA-HA

4

Permanent 0.3 - 18 206.94 355.80

Pile Loc. Condition

Pile D-L (m)

Forces (kN)

- Based on the given condition in structural analysis, the pile capacity ofpiperack foundation considered adequate in meeting design criteria.

Row AA-HA- Number of pile used per foundation = 4 pile diameter 300 mm effective length 18 m

Temporary 0.3 - 18 308.47 475.00 0.00 -233.30 28.26 39.00zone 4

Number of pile used per foundation 4 pile, diameter 300 mm, effective length 18 m. - Use 8 ea inch dia. Anchor bolt. - Footing shall be 2700 mm length, 2700 mm width and 500 mm thick, with D16-250 flexural

reinforcement.

1 1/4

Page 15 of 15

SENORO GAS DEVELOPMENT PROJECT DATE. 23-Jun-13

PIPE RACK PLAN VIEW & SECTION



REV. B

ATTACHMENT A

CALCULATION OF PIPE RACK STRUCTURE # 10 REV.


Doc. No.

B

SNO-S-CC-05-010

A.1 Pipe Rack PR-08 Plan

PR10

Fig.A.1.1 Pipe Rack PR-10 LayoutFig.A.1.1 Pipe Rack PR 10 Layout

A.2 Pipe Rack PR-10 Section

NoteThi i t i f t h i lThis picture is for technicaldrawing.Please see Attachment B

Fig.A.2.1 Section of Pipe Rack PR-10

Attachment A - Page 1 of 1

PIPES, CABLE TRAY AND EQUIPMENT LOADING DATA



REV. B

ATTACHMENT B


SNO-S-CC-05-010

REV. B



Doc. No.

B.1 PIPING LOADING DATA B.1.1 Piping Info ( SNO-P-INF-102)

Drawing no : SNO-INF-26A

Attachment B (Pipe Load Data) - Page 1 of 16

SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-26B


SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-26C


SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-26D


SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-26E


SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-27A


SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-27B


SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-27C


SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-27D


SNO-S-CC-05-010

REV. B



Doc. No.

Drawing no : SNO-INF-27E


SNO-S-CC-05-010


# 10 REV.


Doc. No.

B.1.2 Piping Load

Attachment B - 11 of 16

SNO-S-CC-05-010


# 10 REV.


Doc. No.


SNO-S-CC-05-010


# 10 REV.


Doc. No.

Piping loads for each bay of PR-10 can be seen on the following table,

DEAD LOADGRAVITY DIRECTION (Fy)

Test

PT Piping Location Unit

PE PO

OperateEmpty

Elev. +5.000Bay 45 - 46

Line

SNO-S-CC-05-010


# 10 REV.


Doc. No.

Elev. +16.000Bay 45 - 46

Line

SNO-S-CC-05-010


# 10 REV.


Doc. No.

TRANSVERSE DIRECTION (Fx)

Elev. +5.000Bay 45 - 46

Line = 16 inch

Line = 16 inch

Trans. Direct.

Kn 23.00x= 2.200

7.00kN

Piping Location UnitFz

Line = 16 inch

Line = 16 inch

Elev. +7,000Bay 45 - 46

Line = 12 inch

Line = 12 inch

x= 0.996

kN 2.00

x= 3.325

2.800

x= 1.600kN 1.00

8.00

x=

kN

kN 18.00

Line 12 inch

Line = 12 inch

Line = 12 inch

Line = 16 inch

Elev. +10,000Bay 45 - 46

x= 3.400kN 2.00x= 2.425

5.00x= 1.100kN 4.50

x= 2.500kN

kN 1.00

Line = 24 inch

Line = 16 inch

Line = 12 inch

Elev. +16.000Bay 45 - 46

Line = 20 inch

kN 1.50x= 0.850kN 3.00x= 2.450

x= 0.800kN 4.00

kN 3.00x= 1 600

Line = 20 inchx= 2.800

x= 1.600kN 1.50


STRUCTURAL MODELLING



REV. B

ATTACHMENT C




# 10 REV.


C.1 STAAD.PRO MODEL

Fig. C.1.1 Piperack 3D view

Fig. C.1.2 Plan EL. +5.000

Fig. C.1.3 Plan EL. +7.000

Attachment C - Page 1 of 3



# 10 REV.


Fig. C.1.4 Plan EL. +10.000

Fig. C.1.5 Plan EL. +13.000

Fig. C.1.6 Plan EL. +16.000




# 10 REV.


Fig. C.1.4 Long Section

Fig. C.1.5 Short Section


DESIGN LOAD



REV. B

ATTACHMENT D



Doc. No.CALCULATION OF PIPE RACK STRUCTURE # 10

SNO-S-CC-05-010

BREV.

D. DESIGN LOAD

D.1 STAAD.PRO 2007 MODEL LOAD ASSIGN

D.1.1 Dead load

Fig. D.1.1.1 Dead Load (Selfweight)

Load 11X

Y

Z

Fig. D.1.1.2 Dead Load (Cable Tray)

Load 17X

Y

Z

Attachment D - Page 1 of 8



SNO-S-CC-05-010

BREV.

Fig. D.1.1.3 Dead Load (Platform)

Load 18X

Y

Z

D.1.2 Live load

Fig. D.1.2 Live Load

Load 19X

Y

Z




SNO-S-CC-05-010

BREV.

D.1.3 Pipe Empty load

D.1.4 Pipe Operating Load

Fig. D.1.3 Pipe Empty LoadX

Y

Z

Fig. D.1.4 Pipe Operating Load

XY

Z




SNO-S-CC-05-010

BREV.

D.1.5 Pipe Test load

Fig. D.1.5 Pipe Test Load

XY

Z




SNO-S-CC-05-010

BREV.

D.1.6 Wind Load Z Direction

Load 31X

Y

Z

D.1.7 Wind Load X Direction

Fig. D.1.6 Wind Load Z Direction

Y

Fig. D.1.7 Wind Load X Direction

Load 21X

Y

Z




SNO-S-CC-05-010

BREV.

D.1.8 Wind Load on pipes

Fig. D.1.8 Wind Load on Pipes

Load 22X

Y

Z

D.1.9 Thermal Load Z Direction

g p

Fig. D.1.9 Thermal Load Z Direction

XY

Z




SNO-S-CC-05-010

BREV.

D.1.10 Thermal Load X Direction

XY

D.1.11 Earthquake Load Z Direction

Fig. D.1.10 Thermal Load X-Dir

XZ

Fig. D.1.11 Earth quake Load Z Direction

XY

Z




SNO-S-CC-05-010

BREV.

D.1.12 Earthquake Load X Direction

Fig. D.1.12 Earth quake Load X Direction

XY

Z


STAAD INPUT DATA



REV. B

ATTACHMENT E


E. STAAD PRO INPUT

STAAD SPACESTART JOB INFORMATIONENGINEER DATE 25-Jun-13JOB NAME SENORO PROJECTJOB CLIENT JOB PERTAMINA - MEDCOJOB NO 9608JOB REV BJOB REF PIPE RACK PR-10ENGINEER NAME AMPEND JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0.3 0; 2 0 5 0; 3 0 7 0; 4 0 10 0; 5 0 13 0; 6 0 16 0; 7 8 0.3 0; 8 8 5 0;9 8 7 0; 10 8 10 0; 11 8 13 0; 12 8 16 0; 13 0 0.3 6; 14 0 5 6; 15 0 7 6;16 0 10 6; 17 0 13 6; 18 0 16 6; 19 8 0.3 6; 20 8 5 6; 21 8 7 6; 22 8 10 6;23 8 13 6; 24 8 16 6; 25 0 0.3 12; 26 0 5 12; 27 0 7 12; 28 0 10 12;29 0 13 12; 30 0 16 12; 31 8 0.3 12; 32 8 5 12; 33 8 7 12; 34 8 10 12;35 8 13 12; 36 8 16 12; 37 0 0.3 18; 38 0 5 18; 39 0 7 18; 40 0 10 18;41 0 13 18; 42 0 16 18; 43 8 0.3 18; 44 8 5 18; 45 8 7 18; 46 8 10 18;47 8 13 18; 48 8 16 18; 49 0 0.3 24; 50 0 5 24; 51 0 7 24; 52 0 10 24;53 0 13 24; 54 0 16 24; 55 8 0.3 24; 56 8 5 24; 57 8 7 24; 58 8 10 24;59 8 13 24; 60 8 16 24; 61 0 0.3 30; 62 0 5 30; 63 0 7 30; 64 0 10 30;


B



; ; ; ; ; ;65 0 13 30; 66 0 16 30; 67 8 0.3 30; 68 8 5 30; 69 8 7 30; 70 8 10 30;71 8 13 30; 72 8 16 30; 73 0 0.3 36; 74 0 5 36; 75 0 7 36; 76 0 10 36;77 0 13 36; 78 0 16 36; 79 8 0.3 36; 80 8 5 36; 81 8 7 36; 82 8 10 36;83 8 13 36; 84 8 16 36; 85 0 0.3 42; 86 0 5 42; 87 0 7 42; 88 0 10 42;89 0 13 42; 90 0 16 42; 91 8 0.3 42; 92 8 5 42; 93 8 7 42; 94 8 10 42;95 8 13 42; 96 8 16 42; 97 0 5 3; 98 8 5 3; 99 0 5 9; 100 8 5 9; 101 0 5 15;102 8 5 15; 103 0 5 21; 104 8 5 21; 105 0 5 27; 106 8 5 27; 107 0 5 33;108 8 5 33; 109 0 5 39; 110 8 5 39; 111 0 7 3; 112 8 7 3; 113 0 7 9; 114 8 7 9;115 0 7 15; 116 8 7 15; 117 0 7 21; 118 8 7 21; 119 0 7 27; 120 8 7 27;121 0 7 33; 122 8 7 33; 123 0 7 39; 124 8 7 39; 125 0 10 3; 126 8 10 3;127 0 10 9; 128 8 10 9; 129 0 10 15; 130 8 10 15; 131 0 10 21; 132 8 10 21;133 0 10 27; 134 8 10 27; 135 0 10 33; 136 8 10 33; 137 0 10 39; 138 8 10 39;139 0 13 3; 140 8 13 3; 141 0 13 9; 142 8 13 9; 143 0 13 15; 144 8 13 15;145 0 13 21; 146 8 13 21; 147 0 13 27; 148 8 13 27; 149 0 13 33; 150 8 13 33;151 0 13 39; 152 8 13 39; 153 0 16 3; 154 8 16 3; 155 0 16 9; 156 8 16 9;157 0 16 15; 158 8 16 15; 159 0 16 21; 160 8 16 21; 161 0 16 27; 162 8 16 27;163 0 16 33; 164 8 16 33; 165 0 16 39; 166 8 16 39; 167 4 5 0; 168 4 5 3;169 4 5 6; 170 4 5 9; 171 4 5 12; 172 4 5 15; 173 4 5 18; 174 4 5 21;175 4 5 24; 176 4 5 27; 177 4 5 30; 178 4 5 33; 179 4 5 36; 180 4 5 39;181 4 5 42; 182 4 7 0; 183 4 7 3; 184 4 7 6; 185 4 7 9; 186 4 7 12; 187 4 7 15;188 4 7 18; 189 4 7 21; 190 4 7 24; 191 4 7 27; 192 4 7 30; 193 4 7 33;194 4 7 36; 195 4 7 39; 196 4 7 42; 197 4 10 0; 198 4 10 3; 199 4 10 6;200 4 10 9; 201 4 10 12; 202 4 10 15; 203 4 10 18; 204 4 10 21; 205 4 10 24;206 4 10 27; 207 4 10 30; 208 4 10 33; 209 4 10 36; 210 4 10 39; 211 4 10 42;212 4 13 0; 213 4 13 3; 214 4 13 6; 215 4 13 9; 216 4 13 12; 217 4 13 15;

Attachment E - Page 1 of 16


B



218 4 13 18; 219 4 13 21; 220 4 13 24; 221 4 13 27; 222 4 13 30; 223 4 13 33;224 4 13 36; 225 4 13 39; 226 4 13 42; 227 4 16 0; 228 4 16 3; 229 4 16 6;230 4 16 9; 231 4 16 12; 232 4 16 15; 233 4 16 18; 234 4 16 21; 235 4 16 24;236 4 16 27; 237 4 16 30; 238 4 16 33; 239 4 16 36; 240 4 16 39; 241 4 16 42;242 0 5 -1.5; 243 8 5 -1.5; 245 0 5 43.5; 246 8 5 43.5; 248 0 7 -1.5;249 8 7 -1.5; 251 0 7 43.5; 252 8 7 43.5; 254 0 10 -1.5; 255 8 10 -1.5;257 0 10 43.5; 258 8 10 43.5; 260 0 13 -1.5; 261 8 13 -1.5; 263 0 13 43.5;264 8 13 43.5; 266 0 16 -1.5; 267 8 16 -1.5; 269 0 16 43.5; 270 8 16 43.5;272 0 3.5 0; 273 0 3.5 42; 274 0 5.5 0; 275 0 5.5 42; 276 0 8.5 0;277 0 8.5 42; 278 0 11.5 0; 279 0 11.5 42; 280 0 14.5 0; 281 0 14.5 42;282 8 3.5 0; 283 8 3.5 42; 284 8 5.5 0; 285 8 5.5 42; 286 8 8.5 0;287 8 8.5 42; 288 8 11.5 0; 289 8 11.5 42; 290 8 14.5 0; 291 8 14.5 42;292 1.5 5 0; 293 6.5 5 0; 294 1.5 5 42; 295 6.5 5 42; 296 1.5 7 0; 297 6.5 7 0;298 1.5 10 0; 299 6.5 10 0; 300 1.5 13 0; 301 6.5 13 0; 302 1.5 16 0;303 6.5 16 0; 304 1.5 7 42; 305 6.5 7 42; 306 1.5 10 42; 307 6.5 10 42;308 1.5 13 42; 309 6.5 13 42; 310 1.5 16 42; 311 6.5 16 42; 312 4 5 -1.5;313 4 5 43.5; 314 4 7 -1.5; 315 4 7 43.5; 316 4 10 -1.5; 317 4 10 43.5;318 4 13 -1.5; 319 4 13 43.5; 320 4 16 -1.5; 321 4 16 43.5;MEMBER INCIDENCES1 1 272; 2 2 274; 3 3 276; 4 4 278; 5 5 280; 6 7 282; 7 8 284; 8 9 286;9 10 288; 10 11 290; 11 2 292; 12 3 296; 13 4 298; 14 5 300; 15 6 302; 16 2 97;17 3 111; 18 4 125; 19 5 139; 20 6 153; 21 8 98; 22 9 112; 23 10 126;24 11 140; 25 12 154; 26 13 14; 27 14 15; 28 15 16; 29 16 17; 30 17 18;31 19 20; 32 20 21; 33 21 22; 34 22 23; 35 23 24; 36 14 169; 37 15 184;38 16 199; 39 17 214; 40 18 229; 41 14 99; 42 15 113; 43 16 127; 44 17 141;45 18 155; 46 20 100; 47 21 114; 48 22 128; 49 23 142; 50 24 156; 51 25 26;52 26 27; 53 27 28; 54 28 29; 55 29 30; 56 31 32; 57 32 33; 58 33 34; 59 34 35;60 35 36; 61 26 171; 62 27 186; 63 28 201; 64 29 216; 65 30 231; 66 26 101;67 27 115; 68 28 129; 69 29 143; 70 30 157; 71 32 102; 72 33 116; 73 34 130;74 35 144; 75 36 158; 76 37 38; 77 38 39; 78 39 40; 79 40 41; 80 41 42;81 43 44; 82 44 45; 83 45 46; 84 46 47; 85 47 48; 86 38 173; 87 39 188;88 40 203; 89 41 218; 90 42 233; 91 38 103; 92 39 117; 93 40 131; 94 41 145;95 42 159; 96 44 104; 97 45 118; 98 46 132; 99 47 146; 100 48 160; 101 49 50;102 50 51; 103 51 52; 104 52 53; 105 53 54; 106 55 56; 107 56 57; 108 57 58;109 58 59; 110 59 60; 111 50 175; 112 51 190; 113 52 205; 114 53 220;115 54 235; 116 50 105; 117 51 119; 118 52 133; 119 53 147; 120 54 161;121 56 106; 122 57 120; 123 58 134; 124 59 148; 125 60 162; 126 61 62;127 62 63; 128 63 64; 129 64 65; 130 65 66; 131 67 68; 132 68 69; 133 69 70;134 70 71; 135 71 72; 136 62 177; 137 63 192; 138 64 207; 139 65 222;140 66 237; 141 62 107; 142 63 121; 143 64 135; 144 65 149; 145 66 163;146 68 108; 147 69 122; 148 70 136; 149 71 150; 150 72 164; 151 73 74;152 74 75; 153 75 76; 154 76 77; 155 77 78; 156 79 80; 157 80 81; 158 81 82;159 82 83; 160 83 84; 161 74 179; 162 75 194; 163 76 209; 164 77 224;165 78 239; 166 74 109; 167 75 123; 168 76 137; 169 77 151; 170 78 165;171 80 110; 172 81 124; 173 82 138; 174 83 152; 175 84 166; 176 85 273;177 86 275; 178 87 277; 179 88 279; 180 89 281; 181 91 283; 182 92 285;183 93 287; 184 94 289; 185 95 291; 186 86 294; 187 87 304; 188 88 306;189 89 308; 190 90 310; 191 97 14; 192 98 20; 193 97 168; 194 99 26;195 100 32; 196 99 170; 197 101 38; 198 102 44; 199 101 172; 200 103 50;201 104 56; 202 103 174; 203 105 62; 204 106 68; 205 105 176; 206 107 74;207 108 80; 208 107 178; 209 109 86; 210 110 92; 211 109 180; 212 111 15;



B



213 112 21; 214 113 27; 215 114 33; 216 115 39; 217 116 45; 218 117 51;219 118 57; 220 119 63; 221 120 69; 222 121 75; 223 122 81; 224 123 87;225 124 93; 226 111 183; 227 113 185; 228 115 187; 229 117 189; 230 119 191;231 121 193; 232 123 195; 233 125 16; 234 126 22; 235 127 28; 236 128 34;237 129 40; 238 130 46; 239 131 52; 240 132 58; 241 133 64; 242 134 70;243 135 76; 244 136 82; 245 137 88; 246 138 94; 247 125 198; 248 127 200;249 129 202; 250 131 204; 251 133 206; 252 135 208; 253 137 210; 254 139 17;255 140 23; 256 141 29; 257 142 35; 258 143 41; 259 144 47; 260 145 53;261 146 59; 262 147 65; 263 148 71; 264 149 77; 265 150 83; 266 151 89;267 152 95; 268 139 213; 269 141 215; 270 143 217; 271 145 219; 272 147 221;273 149 223; 274 151 225; 275 153 18; 276 154 24; 277 155 30; 278 156 36;279 157 42; 280 158 48; 281 159 54; 282 160 60; 283 161 66; 284 162 72;285 163 78; 286 164 84; 287 165 90; 288 166 96; 289 153 228; 290 155 230;291 157 232; 292 159 234; 293 161 236; 294 163 238; 295 165 240; 296 167 293;297 168 98; 298 167 168; 299 169 20; 300 170 100; 301 169 170; 302 171 32;303 172 102; 304 171 172; 305 173 44; 306 174 104; 307 173 174; 308 175 56;309 176 106; 310 175 176; 311 177 68; 312 178 108; 313 177 178; 314 179 80;315 180 110; 316 179 180; 317 181 295; 318 168 169; 319 170 171; 320 172 173;321 174 175; 322 176 177; 323 178 179; 324 180 181; 325 182 297; 326 183 112;327 184 21; 328 185 114; 329 186 33; 330 187 116; 331 188 45; 332 189 118;333 190 57; 334 191 120; 335 192 69; 336 193 122; 337 194 81; 338 195 124;339 196 305; 340 182 183; 341 184 185; 342 186 187; 343 188 189; 344 190 191;345 192 193; 346 194 195; 347 183 184; 348 185 186; 349 187 188; 350 189 190;351 191 192; 352 193 194; 353 195 196; 354 197 299; 355 198 126; 356 199 22;357 200 128; 358 201 34; 359 202 130; 360 203 46; 361 204 132; 362 205 58;363 206 134; 364 207 70; 365 208 136; 366 209 82; 367 210 138; 368 211 307;369 197 198; 370 199 200; 371 201 202; 372 203 204; 373 205 206; 374 207 208;375 209 210; 376 198 199; 377 200 201; 378 202 203; 379 204 205; 380 206 207;381 208 209; 382 210 211; 383 212 301; 384 213 140; 385 214 23; 386 215 142;387 216 35; 388 217 144; 389 218 47; 390 219 146; 391 220 59; 392 221 148;393 222 71; 394 223 150; 395 224 83; 396 225 152; 397 226 309; 398 212 213;399 214 215; 400 216 217; 401 218 219; 402 220 221; 403 222 223; 404 224 225;405 213 214; 406 215 216; 407 217 218; 408 219 220; 409 221 222; 410 223 224;411 225 226; 412 227 303; 413 228 154; 414 229 24; 415 230 156; 416 231 36;417 232 158; 418 233 48; 419 234 160; 420 235 60; 421 236 162; 422 237 72;423 238 164; 424 239 84; 425 240 166; 426 241 311; 427 227 228; 428 229 230;429 231 232; 430 233 234; 431 235 236; 432 237 238; 433 239 240; 434 228 229;435 230 231; 436 232 233; 437 234 235; 438 236 237; 439 238 239; 440 240 241;441 2 168; 442 168 20; 443 14 168; 444 168 8; 449 74 180; 450 180 92;451 86 180; 452 180 80; 453 3 183; 454 183 21; 455 15 183; 456 183 9;461 75 195; 462 195 93; 463 87 195; 464 195 81; 465 4 198; 466 198 22;467 16 198; 468 198 10; 473 76 210; 474 210 94; 475 88 210; 476 210 82;477 5 213; 478 213 23; 479 17 213; 480 213 11; 485 77 225; 486 225 95;487 89 225; 488 225 83; 489 6 228; 490 228 24; 491 18 228; 492 228 12;497 78 240; 498 240 96; 499 90 240; 500 240 84; 501 1 97; 502 97 13;505 73 109; 506 109 85; 507 7 98; 508 98 19; 511 79 110; 512 110 91; 513 2 111;514 111 14; 517 74 123; 518 123 86; 519 8 112; 520 112 20; 523 80 124;524 124 92; 525 3 125; 526 125 15; 529 75 137; 530 137 87; 531 9 126;532 126 21; 535 81 138; 536 138 93; 537 4 139; 538 139 16; 541 76 151;542 151 88; 543 10 140; 544 140 22; 547 82 152; 548 152 94; 549 5 153;550 153 17; 553 77 165; 554 165 89; 555 11 154; 556 154 23; 559 83 166;



B



560 166 95; 561 242 312; 563 245 313; 565 243 8; 567 242 2; 568 92 246;570 86 245; 611 272 2; 612 273 86; 613 272 242; 614 273 245; 615 274 3;616 275 87; 617 274 248; 618 275 251; 619 276 4; 620 277 88; 621 276 254;622 277 257; 623 278 5; 624 279 89; 625 278 260; 626 279 263; 627 280 6;628 281 90; 629 280 266; 630 281 269; 631 282 8; 632 283 92; 633 284 9;634 285 93; 635 286 10; 636 287 94; 637 288 11; 638 289 95; 639 290 12;640 291 96; 641 282 243; 642 283 246; 643 284 249; 644 285 252; 645 286 255;646 287 258; 647 288 261; 648 289 264; 649 290 267; 650 291 270; 651 292 167;652 293 8; 653 242 292; 654 293 243; 655 294 181; 656 295 92; 657 245 294;658 295 246; 659 296 182; 660 297 9; 661 248 296; 662 297 249; 663 298 197;664 299 10; 665 254 298; 666 299 255; 667 300 212; 668 301 11; 669 260 300;670 301 261; 671 302 227; 672 303 12; 673 266 302; 674 303 267; 675 304 196;676 305 93; 677 251 304; 678 305 252; 679 306 211; 680 307 94; 681 257 306;682 307 258; 683 308 226; 684 309 95; 685 263 308; 686 309 264; 687 310 241;688 311 96; 689 269 310; 690 311 270; 691 26 172; 692 172 44; 693 38 172;694 172 32; 695 25 101; 696 101 37; 697 31 102; 698 102 43; 699 50 176;700 176 68; 701 62 176; 702 176 56; 703 49 105; 704 105 61; 705 55 106;706 106 67; 707 27 187; 708 187 45; 709 39 187; 710 187 33; 711 26 115;712 115 38; 713 32 116; 714 116 44; 715 51 191; 716 191 69; 717 63 191;718 191 57; 719 50 119; 720 119 62; 721 56 120; 722 120 68; 723 28 202;724 202 46; 725 40 202; 726 202 34; 727 27 129; 728 129 39; 729 33 130;730 130 45; 731 52 206; 732 206 70; 733 64 206; 734 206 58; 735 51 133;736 133 63; 737 57 134; 738 134 69; 739 29 217; 740 217 47; 741 41 217;742 217 35; 743 28 143; 744 143 40; 745 34 144; 746 144 46; 747 53 221;748 221 71; 749 65 221; 750 221 59; 751 52 147; 752 147 64; 753 58 148;754 148 70; 755 30 232; 756 232 48; 757 42 232; 758 232 36; 759 29 157;760 157 41; 761 35 158; 762 158 47; 763 54 236; 764 236 72; 765 66 236;766 236 60; 767 53 161; 768 161 65; 769 59 162; 770 162 71; 803 42 234;804 234 60; 805 54 234; 806 234 48; 807 18 230; 808 230 36; 809 30 230;810 230 24; 811 66 238; 812 238 84; 813 78 238; 814 238 72; 815 38 174;816 174 56; 817 50 174; 818 174 44; 819 14 170; 820 170 32; 821 26 170;822 170 20; 823 62 178; 824 178 80; 825 74 178; 826 178 68; 827 312 243;828 312 167; 829 313 246; 830 181 313; 831 248 314; 832 251 315; 833 249 9;834 248 3; 835 93 252; 836 87 251; 837 314 249; 838 314 182; 839 315 252;840 196 315; 841 254 316; 842 257 317; 843 255 10; 844 254 4; 845 94 258;846 88 257; 847 316 255; 848 316 197; 849 317 258; 850 211 317; 851 260 318;852 263 319; 853 261 11; 854 260 5; 855 95 264; 856 89 263; 857 318 261;858 318 212; 859 319 264; 860 226 319; 861 266 320; 862 269 321; 863 267 12;864 266 6; 865 96 270; 866 90 269; 867 320 267; 868 320 227; 869 321 270;870 241 321;START GROUP DEFINITIONMEMBER_C-EL.5 1 6 26 31 51 56 76 81 101 106 126 131 151 156 176 181 611 612 631 632_MB-EL.5 11 36 61 86 111 136 161 186 296 299 302 305 308 311 314 317 651 652 -655 656_SB-EL.5 193 196 199 202 205 208 211 297 300 303 306 309 312 315_LB-EL.5 16 21 41 46 66 71 91 96 116 121 141 146 166 171 191 192 194 195 197 -198 200 201 203 204 206 207 209 210_SLB-EL.5 298 301 304 307 310 313 316 318 TO 324_HB-EL.5 441 TO 444 449 TO 452 691 TO 694 699 TO 702_VB-EL.5 501 502 505 TO 508 511 512 695 TO 698 703 TO 706



B



_C-EL.7 27 32 52 57 77 82 102 107 127 132 152 157 615 616 633 634_MB-EL.7 12 37 62 87 112 137 162 187 325 327 329 331 333 335 337 339 659 660 -675 676_SB-EL.7 226 TO 232 326 328 330 332 334 336 338_LB-EL.7 17 22 42 47 67 72 92 97 117 122 142 147 167 172 212 TO 225_SLB=EL.7 340 TO 353_HB-EL.7 453 TO 456 461 TO 464 707 TO 710 715 TO 718_VB-EL.7 513 514 517 TO 520 523 524 711 TO 714 719 TO 722_C-EL.10 3 8 28 33 53 58 78 83 103 108 128 133 153 158 178 183 619 620 635 636_MB-EL.10 13 38 63 88 113 138 163 188 354 356 358 360 362 364 366 368 663 -664 679 680_SB-EL.10 247 TO 253 355 357 359 361 363 365 367_LB-EL.10 18 23 43 48 68 73 93 98 118 123 143 148 168 173 233 TO 246_SLB-EL.10 369 TO 382_HB-EL.10 465 TO 468 473 TO 476 723 TO 726 731 TO 734_VB-EL.10 525 526 529 TO 532 535 536 727 TO 730 735 TO 738_C-EL.13 4 9 29 34 54 59 79 84 104 109 129 134 154 159 179 184 623 624 637 638_MB-EL.13 14 39 64 89 114 139 164 189 383 385 387 389 391 393 395 397 667 -668 683 684_SB=EL.13 268 TO 274 384 386 388 390 392 394 396_LB-EL.13 19 24 44 49 69 74 94 99 119 124 144 149 169 174 254 TO 267_SLB-EL.13 398 TO 411_HB-EL.13 477 TO 480 485 TO 488 739 TO 742 747 TO 750_VB-EL.13 537 538 541 TO 544 547 548 743 TO 746 751 TO 754_C-EL.16 5 10 30 35 55 60 80 85 105 110 130 135 155 160 180 185 627 628 639 640_MB-EL.16 15 40 65 90 115 140 165 190 412 414 416 418 420 422 424 426 671 -672 687 688_SB=EL.16 289 TO 295 413 415 417 419 421 423 425_LB-EL.16 20 25 45 50 70 75 95 100 120 125 145 150 170 175 275 TO 288_SLB-EL.16 427 TO 440_HB-EL.16 489 TO 492 497 TO 500 755 TO 758 763 TO 766 803 TO 826_VB-EL.16 549 550 553 TO 556 559 560 759 TO 762 767 TO 770END GROUP DEFINITIONDEFINE MATERIAL STARTISOTROPIC STEELE 2.05e+008POISSON 0.3DENSITY 76.8195ALPHA 1.2e-005DAMP 0.03END DEFINE MATERIALMEMBER PROPERTY JAPANESE1 TO 10 26 TO 35 51 TO 60 76 TO 85 101 TO 110 126 TO 135 151 TO 160 -176 TO 185 611 612 615 616 619 620 623 624 627 628 631 TO 639 -640 TABLE ST H588X300X1211 TO 15 36 TO 40 61 TO 65 86 TO 90 111 TO 115 136 TO 140 161 TO 165 -186 TO 190 296 299 302 305 308 311 314 317 325 327 329 331 333 335 337 339 -354 356 358 360 362 364 366 368 383 385 387 389 391 393 395 397 412 414 416 -418 420 422 424 426 651 652 655 656 659 660 663 664 667 668 671 672 675 676 -679 680 683 684 687 688 TABLE ST H588X300X1216 TO 19 21 TO 24 41 TO 44 46 TO 49 66 TO 69 71 TO 74 91 TO 94 96 TO 99 116 -



B



117 TO 119 121 TO 124 141 TO 144 146 TO 149 166 TO 169 171 TO 174 191 TO 274 -297 300 303 306 309 312 315 326 328 330 332 334 336 338 355 357 359 361 363 -365 367 384 386 388 390 392 394 396 561 563 565 567 568 570 827 829 -831 TO 837 839 841 TO 847 849 851 TO 857 859 861 TO 867 -869 TABLE ST H300X150X6.5613 614 617 618 621 622 625 626 629 630 641 TO 650 653 654 657 658 661 662 -665 666 669 670 673 674 677 678 681 682 685 686 689 -690 TABLE ST H200X100X5.5441 TO 444 449 TO 456 461 TO 468 473 TO 480 485 TO 492 497 TO 500 691 TO 694 -699 TO 702 707 TO 710 715 TO 718 723 TO 726 731 TO 734 739 TO 742 -747 TO 750 755 TO 758 763 TO 766 803 TO 826 TABLE ST T150X150501 502 505 TO 508 511 TO 514 517 TO 520 523 TO 526 529 TO 532 535 TO 538 -541 TO 544 547 TO 550 553 TO 556 559 560 695 TO 698 703 TO 706 711 TO 714 -719 TO 722 727 TO 730 735 TO 738 743 TO 746 751 TO 754 759 TO 762 -767 TO 770 TABLE ST T200X200298 301 304 307 310 313 316 318 TO 324 340 TO 353 369 TO 382 398 TO 411 427 -428 TO 440 828 830 838 840 848 850 858 860 868 870 TABLE ST H200X100X5.520 25 45 50 70 75 95 100 120 125 145 150 170 175 275 TO 295 413 415 417 419 -421 423 425 TABLE ST H400X200X8CONSTANTSBETA 90 MEMB 501 502 505 TO 508 511 TO 514 517 TO 520 523 TO 526 529 TO 532 -535 TO 538 541 TO 544 547 TO 550 553 TO 556 559 560 695 TO 698 703 TO 706 -711 TO 714 719 TO 722 727 TO 730 735 TO 738 743 TO 746 751 TO 754 -759 TO 762 767 TO 770MATERIAL STEEL ALLSUPPORTS1 7 13 19 25 31 37 43 49 55 61 67 73 79 85 91 PINNEDMEMBER RELEASE16 TO 25 41 TO 50 66 TO 75 91 TO 100 116 TO 125 141 TO 150 166 TO 175 193 -196 199 202 205 208 211 226 TO 232 247 TO 253 268 TO 274 289 TO 295 298 301 -304 307 310 313 316 318 TO 324 340 TO 353 369 TO 382 398 TO 411 427 TO 440 -568 570 830 835 836 840 845 846 850 855 856 860 865 866 870 START MY MZ191 192 194 195 197 198 200 201 203 204 206 207 209 210 212 TO 225 -233 TO 246 254 TO 267 275 TO 288 297 298 300 301 303 304 306 307 309 310 -312 313 315 316 318 TO 324 326 328 330 332 334 336 338 340 TO 353 355 357 -359 361 363 365 367 369 TO 382 384 386 388 390 392 394 396 398 TO 411 413 -415 417 419 421 423 425 427 TO 440 565 567 828 833 834 838 843 844 848 853 -854 858 863 864 868 END MY MZMEMBER TRUSS 441 TO 444 449 TO 456 461 TO 468 473 TO 480 485 TO 492 497 TO 502 505 TO 508 -511 TO 514 517 TO 520 523 TO 526 529 TO 532 535 TO 538 541 TO 544 -547 TO 550 553 TO 556 559 560 613 614 617 618 621 622 625 626 629 630 641 -642 TO 650 653 654 657 658 661 662 665 666 669 670 673 674 677 678 681 682 -685 686 689 TO 770 803 TO 826DEFINE WIND LOADTYPE 1INT 0.54 0.57 0.59 0.62 0.66 0.69 0.71 HEIG 4.6 6.1 7.6 9.1 12.2 15.2 18EXP 1 JOINT 1 TO 243 245 246 248 249 251 252 254 255 257 258 260 261 263 264 -266 267 269 270 272 TO 321DEFINE UBC LOADZONE 0.4 I 1.25 RWX 4.5 RWZ 5.6 STYP 5 NA 1.04 NV 0.99



B



SELFWEIGHT 1 MEMBER WEIGHT************************************************************************************ WEIGHT OF OPERATING PIPE***********************************************************************************296 299 302 305 308 311 314 317 CON 23 2.2299 302 305 308 CON 7 2.8652 CON 7 0.3299 302 305 308 311 314 CON 18 3.325652 656 CON 18 0.825141 146 CON 8 0.99611 36 61 86 111 136 161 186 193 196 199 202 205 208 211 UNI 5.1 0.55 1.5333 335 337 339 CON 17 1.6331 333 CON 15 2.5339 CON 13 1.1327 329 331 CON 11 3.4660 CON 11 0.9339 CON 12 2.42537 62 87 112 137 162 226 TO 232 UNI 5.1 1.8 3.3659 675 UNI 5.1 0.3 1.813 38 63 88 113 138 163 188 CON 8 0.85366 368 CON 6 2.45356 358 360 362 364 CON 13 0.838 63 88 113 138 163 UNI 5.1 1.5 2.25663 679 UNI 5.1 0 0.7514 39 64 89 114 139 164 189 CON 12 0.7514 39 64 89 114 139 164 189 268 TO 274 UNI 5.1 1.25 1.5412 414 416 418 420 CON 157 1.6414 416 CON 95 2.840 65 289 TO 291 UNI 5.1 3 3.5424 TO 426 UNI 5.1 1 1.970 CON 0.6 0.370 CON 0.6 0.6570 CON 0.2 1.5279 CON 0.2 1.05279 CON 0.6 1.5595 CON 0.8 0.195 CON 0.8 1.25281 CON 2.5 0.8281 CON 2.5 1.95120 CON 0.2 1.3120 CON 0.2 2.55283 CON 0.2 0.45283 CON 0.1 1.6283 CON 0.1 1.95287 CON 1 0.95************************************************************************************ WEIGHT OF TRAY LOAD***********************************************************************************14 39 64 89 114 139 164 189 268 TO 274 667 683 CON 13.5 1383 TO 397 668 684 CON 6 3.5



B



383 TO 397 668 684 CON 3 2.3************************************************************************************WEIGHT OF PLATFORM LOAD***********************************************************************************15 40 65 90 115 140 165 190 289 TO 295 412 TO 426 671 672 687 688 861 862 -867 869 UNI 1.215************************************************************************************WEIGHT OF LIVE LOAD***********************************************************************************15 40 65 90 115 140 165 190 289 TO 295 412 TO 426 671 672 687 688 861 862 -867 869 UNI 3.75***********************************************************************************LOAD 1 LOADTYPE Seismic TITLE EQ +X DIRUBC LOAD X 1PERFORM ANALYSISCHANGELOAD 2 LOADTYPE Seismic TITLE EQ +Z DIRUBC LOAD Z 1PERFORM ANALYSISCHANGELOAD 11 LOADTYPE Dead TITLE SELF WEIGHTSELFWEIGHT Y -1 LIST 1 TO 444 449 TO 456 461 TO 468 473 TO 480 485 TO 492 -497 TO 502 505 TO 508 511 TO 514 517 TO 520 523 TO 526 529 TO 532 -535 TO 538 541 TO 544 547 TO 550 553 TO 556 559 TO 561 563 565 567 568 570 -611 TO 770 803 TO 870***********************************************************************************LOAD 12 LOADTYPE Dead TITLE EMPTY PIPE***********************************************************************************MEMBER LOAD296 299 302 305 308 311 314 317 CON GY -10 2.2299 302 305 308 CON GY -5 2.8652 CON GY -5 0.3299 302 305 308 311 314 CON GY -10 3.325652 656 CON GY -10 0.825141 146 CON GY -8 0.99611 36 61 86 111 136 161 186 193 196 199 202 205 208 211 UNI GY -3.6 0.55 1.5333 335 337 339 CON GY -12 1.6331 333 CON GY -13 2.5339 CON GY -12 1.1327 329 331 CON GY -10 3.4660 CON GY -10 0.9339 CON GY -6 2.42537 62 87 112 137 162 226 TO 232 UNI GY -3.6 1.8 3.3659 675 UNI GY -3.6 0.3 1.813 38 63 88 113 138 163 188 CON GY -8 0.85366 368 CON GY -5 2.45356 358 360 362 364 CON GY -12 0.838 63 88 113 138 163 247 TO 253 UNI GY -3.6 1.5 2.25663 679 UNI GY -3.6 0 0.7514 39 64 89 114 139 164 189 CON GY -12 0.7514 39 64 89 114 139 164 189 268 TO 274 UNI GY -3.6 1.25 1.5



B



412 414 416 418 420 CON GY -150 1.6414 416 CON GY -90 2.840 65 289 TO 291 UNI GY -3.6 3 3.5424 TO 426 UNI GY -3.6 1 1.970 CON GY -1 0.370 CON GY -1 0.6570 CON GY -1 1.5279 CON GY -1 1.05279 CON GY -2 1.5595 CON GY -1.5 0.195 CON GY -1.5 1.25281 CON GY -2 0.8281 CON GY -2 1.95120 CON GY -1 1.3120 CON GY -1 2.55283 CON GY -1 0.45283 CON GY -1 1.6283 CON GY -1 1.95287 CON GY -0.5 0.95***********************************************************************************LOAD 13 LOADTYPE Dead TITLE OPERATING PIPE***********************************************************************************MEMBER LOAD296 299 302 305 308 311 314 317 CON GY -23 2.2299 302 305 308 CON GY -7 2.8652 CON GY -7 0.3299 302 305 308 311 314 CON GY -18 3.325652 656 CON GY -18 0.825141 146 CON GY -8 0.99611 36 61 86 111 136 161 186 193 196 199 202 205 208 211 UNI GY -5.1 0.55 1.5333 335 337 339 CON GY -17 1.6331 333 CON GY -15 2.5339 CON GY -13 1.1327 329 331 CON GY -11 3.4660 CON GY -11 0.9339 CON GY -12 2.42537 62 87 112 137 162 226 TO 232 UNI GY -5.1 1.8 3.3659 675 UNI GY -5.1 0.3 1.813 38 63 88 113 138 163 188 CON GY -8 0.85366 368 CON GY -6 2.45356 358 360 362 364 CON GY -13 0.838 63 88 113 138 163 247 TO 253 UNI GY -5.1 1.5 2.25663 679 UNI GY -5.1 0 0.7514 39 64 89 114 139 164 189 CON GY -12 0.7514 39 64 89 114 139 164 189 268 TO 274 UNI GY -5.1 1.25 1.5412 414 416 418 420 CON GY -157 1.6414 416 CON GY -95 2.840 65 289 TO 291 UNI GY -5.1 3 3.5424 TO 426 UNI GY -5.1 1 1.970 CON GY 0.6 0.370 CON GY 0.6 0.65



B



70 CON GY 0.2 1.5279 CON GY 0.2 1.05279 CON GY 0.6 1.5595 CON GY 0.8 0.195 CON GY 0.8 1.25281 CON GY 2.5 0.8281 CON GY 2.5 1.95120 CON GY 0.2 1.3120 CON GY 0.2 2.55283 CON GY 0.2 0.45283 CON GY 0.1 1.6283 CON GY 0.1 1.95287 CON GY 1 0.95***********************************************************************************LOAD 14 LOADTYPE Dead TITLE TEST PIPE***********************************************************************************MEMBER LOAD296 299 302 305 308 311 314 317 CON GY -16 2.2299 302 305 308 CON GY -5 2.8652 CON GY -15 0.3299 302 305 308 311 314 CON GY -18 3.325652 656 CON GY -18 0.825141 146 CON GY -19 0.99611 36 61 86 111 136 161 186 193 196 199 202 205 208 211 UNI GY -5.1 0.55 1.5333 335 337 339 CON GY -18 1.6331 333 CON GY -17 2.5339 CON GY -17 1.1327 329 331 CON GY -14 3.4660 CON GY -14 0.9339 CON GY -10 2.42537 62 87 112 137 162 226 TO 232 UNI GY -5.1 1.8 3.3659 675 UNI GY -5.1 0.3 1.813 38 63 88 113 138 163 188 CON GY -29 0.85366 368 CON GY -14 2.45356 358 360 362 364 CON GY -17 0.838 63 88 113 138 163 247 TO 253 UNI GY -5.1 1.5 2.25663 679 UNI GY -5.1 0 0.7514 39 64 89 114 139 164 189 CON GY -33 0.7514 39 64 89 114 139 164 189 268 TO 274 UNI GY -5.1 1.25 1.5412 414 416 418 420 CON GY -168 1.6414 416 CON GY -94 2.840 65 289 TO 291 UNI GY -5.1 3 3.5424 TO 426 UNI GY -5.1 1 1.970 CON GY -2.5 0.370 CON GY -2.5 0.6570 CON GY -2.5 1.5279 CON GY -2.5 1.05279 CON GY -3 1.5595 CON GY -2.5 0.195 CON GY -2.5 1.25281 CON GY -3 0.8



B



281 CON GY -3 1.95120 CON GY -1.5 1.3120 CON GY -1.5 2.55283 CON GY -1.5 0.45283 CON GY -1.5 1.6283 CON GY -1.5 1.95287 CON GY -1 0.95***********************************************************************************LOAD 15 LOADTYPE None TITLE THERMAL PIPE (FZ)***********************************************************************************MEMBER LOAD296 302 308 314 CON GZ 35 2.2302 308 314 CON GZ 6 3.325652 CON GZ 6 0.82511 36 61 86 111 136 161 186 193 196 199 202 205 208 211 UNI GZ 1.53 0.55 1.5335 339 CON GZ 15 1.6331 CON GZ 5 2.5327 331 CON GZ 8 3.437 62 87 112 137 162 226 TO 232 UNI GZ 1.53 1.8 3.3659 675 UNI GZ 1.53 0.3 1.813 63 113 163 CON GZ 9 0.85368 CON GZ 2.1 2.45358 362 CON GZ 9 0.838 63 88 113 138 163 247 TO 253 UNI GZ 1.53 1.5 2.25663 679 UNI GZ 1.53 0 0.7514 64 114 164 CON GZ 10 0.7514 39 64 89 114 139 164 189 268 TO 274 UNI GZ 1.53 1.25 1.5414 CON GZ 97 2.840 65 289 TO 291 UNI GZ 1.53 3 3.5424 TO 426 UNI GZ 1.53 1 1.970 CON GZ 0.3 0.370 CON GZ 0.3 0.6570 CON GZ 0.1 1.5279 CON GZ 0.1 1.05279 CON GZ 0.3 1.5595 CON GZ 0.5 0.195 CON GZ 0.5 1.25281 CON GZ 1 0.8281 CON GZ 1 1.95120 CON GZ 0.2 1.3120 CON GZ 0.2 2.55283 CON GZ 0.2 0.45283 CON GZ 0.1 1.6283 CON GZ 0.1 1.95287 CON GZ 0.2 0.95***********************************************************************************LOAD 16 LOADTYPE None TITLE THERMAL PIPE (FX)***********************************************************************************MEMBER LOAD296 302 308 314 CON GX 11 2.2302 308 CON GX 1 2.8



B



302 308 314 CON GX 3 3.325652 656 CON GX 30 0.825146 CON GX 2 0.996335 339 CON GX 2 1.6331 CON GX 1 2.5339 CON GX 5 1.1327 331 CON GX 4.5 3.4339 CON GX 2 2.42538 88 138 188 CON GX 1.5 0.85368 CON GX 3 2.45358 362 CON GX 4 0.814 64 114 164 CON GX 4 0.75412 416 420 CON GX 3 1.6414 CON GX 1.5 2.870 CON GX 1.4 0.370 CON GX 1.4 0.6570 CON GX 0.4 1.5279 CON GX 0.4 1.05279 CON GY 0.3 1.5595 CON GX 2.2 0.195 CON GX 2.2 1.25281 CON GX 6.8 0.8281 CON GX 6.8 1.95120 CON GX 0.4 1.3120 CON GX 0.2 2.55283 CON GX 0.2 0.45283 CON GX 0.1 1.6283 CON GX 0.1 1.95287 CON GX 0.2 0.95***********************************************************************************LOAD 17 LOADTYPE None TITLE TRAY LOADMEMBER LOAD14 39 64 89 114 139 164 189 268 TO 274 CON GY -13.5 1668 684 CON GY -6 1384 TO 396 CON GY -6 3.5383 TO 397 CON GY -3 2.3LOAD 18 LOADTYPE Dead TITLE PLATFORM LOADMEMBER LOAD15 40 65 90 115 140 165 190 289 TO 295 412 TO 426 671 672 687 688 861 862 -867 869 UNI GY -1.215LOAD 19 LOADTYPE Live REDUCIBLE TITLE LIVE LOADMEMBER LOAD15 40 65 90 115 140 165 190 289 TO 295 412 TO 426 671 672 687 688 UNI GY -7.5LOAD 21 LOADTYPE Wind TITLE WIND +X DIRWIND LOAD X 1 TYPE 1 XR 0 1 YR 0 17 ZR -2 44 OPENWIND LOAD X 1 TYPE 1 XR 7 9 YR 0 17 ZR -2 44 OPENLOAD 22 LOADTYPE None TITLE WIND ON PIPES +X DIRJOINT LOAD2 TO 6 8 14 TO 18 26 TO 30 38 TO 42 50 TO 54 62 TO 66 74 TO 78 86 TO 90 FX 1.343 15 27 39 51 63 75 87 FX 1.414 16 28 40 52 64 76 88 FX 2.34



B



6 14 TO 18 26 TO 30 38 TO 42 50 TO 54 62 TO 66 74 TO 78 90 FX 2.13LOAD 31 LOADTYPE Wind TITLE WIND +Z DIRWIND LOAD Z 1 TYPE 1 XR 0 9 YR 0 17 ZR 0 1 OPENWIND LOAD Z 1 TYPE 1 XR 0 9 YR 0 17 ZR 5 7 OPENWIND LOAD Z 1 TYPE 1 XR 0 9 YR 0 17 ZR 11 13 OPENWIND LOAD Z 1 TYPE 1 XR 0 9 YR 0 17 ZR 17 19 OPENWIND LOAD Z 1 TYPE 1 XR 0 9 YR 0 17 ZR 23 25 OPENWIND LOAD Z 1 TYPE 1 XR 0 9 YR 0 17 ZR 29 31 OPENWIND LOAD Z 1 TYPE 1 XR 0 9 YR 0 17 ZR 35 37 OPENWIND LOAD Z 1 TYPE 1 XR 0 9 YR 0 17 ZR 41 43 OPEN*******************************************************************************PERMANENT LOAD******************************************************************************LOAD COMB 101 LC : EMPTY11 1.0 12 1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 102 LC : OPERATING + THERMAL11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 103 LC : OPERATING - THERMAL11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 104 LC : TEST11 1.0 14 1.0 17 1.0 18 1.0 19 1.0 *******************************************************************************TEMPORARY LOAD******************************************************************************LOAD COMB 105 LC : OPERATING + THERMAL + WIND X11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 0.75 21 0.75 22 0.75 LOAD COMB 106 LC : OPERATING + THERMAL - WIND X11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 0.75 21 -0.75 22 -0.75 LOAD COMB 107 LC : OPERATING - THERMAL - WIND X11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 0.75 21 -0.75 22 -0.75 LOAD COMB 108 LC : OPERATING - THERMAL + WIND X11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 0.75 21 0.75 22 0.75 LOAD COMB 109 LC : OPERATING + THERMAL + WIND Z11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 0.75 31 0.75 LOAD COMB 110 LC : OPERATING + THERMAL - WIND Z11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 0.75 31 -0.75 LOAD COMB 111 LC : OPERATING - THERMAL - WIND Z11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 0.75 31 -0.75 LOAD COMB 112 LC : OPERATING - THERMAL + WIND Z11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 0.75 31 0.75 LOAD COMB 113 LC : OPERATING + THERMAL + (EQ-X / 1.4)1 0.525 11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 114 LC : OPERATING + THERMAL - (EQ-X / 1.4)1 -0.525 11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 115 LC : OPERATING - THERMAL - (EQ-X / 1.4)1 -0.525 11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 116 LC : OPERATING - THERMAL + (EQ-X / 1.4)1 0.525 11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 117 LC : OPERATING + THERMAL + (EQ-Z / 1.4)2 0.525 11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 118 LC : OPERATING + THERMAL - (EQ-Z / 1.4)



B



2 -0.525 11 1.0 13 1.0 15 1.0 16 1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 119 LC : OPERATING - THERMAL - (EQ-Z / 1.4)2 -0.525 11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 120 LC : OPERATING - THERMAL + (EQ-Z / 1.4)2 0.525 11 1.0 13 1.0 15 -1.0 16 -1.0 17 1.0 18 1.0 19 1.0 LOAD COMB 121 LC : (0.9*OPERATING) + THERMAL + (EQ-X / 1.4)1 0.7 11 0.9 13 0.9 15 0.9 16 0.9 17 0.9 18 0.9 LOAD COMB 122 LC : (0.9*OPERATING) + THERMAL - (EQ-X / 1.4)1 -0.7 11 0.9 13 0.9 15 0.9 16 0.9 17 0.9 18 0.9 LOAD COMB 123 LC : (0.9*OPERATING) - THERMAL - (EQ-X / 1.4)1 -0.7 11 0.9 13 0.9 15 -0.9 16 -0.9 17 0.9 18 0.9 LOAD COMB 124 LC : (0.9*OPERATING) - THERMAL + (EQ-X / 1.4)1 0.7 11 0.9 13 0.9 15 -0.9 16 -0.9 17 0.9 18 0.9 LOAD COMB 125 LC : (0.9*OPERATING) + THE1RMAL + (EQ-Z / 1.4)2 0.7 11 0.9 13 0.9 15 0.9 16 0.9 17 0.9 18 0.9 LOAD COMB 126 LC : (0.9*OPERATING) + THERMAL - (EQ-Z / 1.4)2 -0.7 11 0.9 13 0.9 15 0.9 16 0.9 17 0.9 18 0.9 LOAD COMB 127 LC : (0.9*OPERATING) - THERMAL - (EQ-Z / 1.4)2 -0.7 11 1.0 13 1.0 15 -0.9 16 -0.9 17 0.9 18 0.9 LOAD COMB 128 LC : (0.9*OPERATING) - THERMAL + (EQ-Z / 1.4)2 0.7 11 0.9 13 0.9 15 -0.9 16 -0.9 17 0.9 18 0.9 ******************************************************************************LOAD COMB 129 EMPTY + WIND X11 1.0 12 1.0 17 1.0 18 1.0 19 0.75 21 0.75 22 0.75 LOAD COMB 130 EMPTY - WIND X11 1.0 12 1.0 17 1.0 18 1.0 19 0.75 21 -0.75 22 -0.75 LOAD COMB 131 EMPTY + WIND Z11 1.0 12 1.0 17 1.0 18 1.0 19 0.75 31 0.75 LOAD COMB 132 EMPTY - WIND Z11 1.0 12 1.0 17 1.0 18 1.0 19 0.75 31 -0.75 LOAD COMB 133 EMPTY + (EQ-X / 1.4)1 0.525 11 1.0 12 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 134 EMPTY - (EQ-X / 1.4)1 -0.525 11 1.0 12 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 135 EMPTY + (EQ-Z / 1.4)2 0.525 11 1.0 12 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 136 EMPTY - (EQ-Z / 1.4)2 -0.525 11 1.0 12 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 137 (0.9*EMPTY) + (EQ-X / 1.4)1 0.7 11 0.9 12 0.9 17 0.9 18 0.9 LOAD COMB 138 (0.9*EMPTY) - (EQ-X / 1.4)1 -0.7 11 0.9 12 0.9 17 0.9 18 0.9 LOAD COMB 139 (0.9*EMPTY) + (EQ-Z / 1.4)2 0.7 11 0.9 12 0.9 17 0.9 18 0.9 LOAD COMB 140 (0.9*EMPTY) - (EQ-Z / 1.4)2 -0.7 11 0.9 12 0.9 17 0.9 18 0.9 ******************************************************************************LOAD COMB 141 TEST + WIND X11 1.0 14 1.0 17 1.0 18 1.0 19 0.75 21 0.75 22 0.75 LOAD COMB 142 TEST - WIND X11 1.0 14 1.0 17 1.0 18 1.0 19 0.75 21 -0.75 22 -0.75



B



LOAD COMB 143 TEST + WIND Z11 1.0 14 1.0 17 1.0 18 1.0 19 0.75 31 0.75 LOAD COMB 144 TEST - WIND Z11 1.0 14 1.0 17 1.0 18 1.0 19 0.75 31 -0.75 LOAD COMB 145 TEST + (EQ-X / 1.4)1 0.525 11 1.0 14 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 146 TEST - (EQ-X / 1.4)1 -0.525 11 1.0 14 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 147 TEST + (EQ-Z / 1.4)2 0.525 11 1.0 14 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 148 TEST - (EQ-Z / 1.4)2 -0.525 11 1.0 14 1.0 17 1.0 18 1.0 19 0.75 LOAD COMB 149 (0.9*TEST) + (EQ-X / 1.4)1 0.7 11 0.9 14 0.9 17 0.9 18 0.9 LOAD COMB 150 (0.9*TEST) - (EQ-X / 1.4)1 -0.7 11 0.9 14 0.9 17 0.9 18 0.9 LOAD COMB 151 (0.9*TEST) + (EQ-Z / 1.4)2 0.7 11 0.9 14 0.9 17 0.9 18 0.9 LOAD COMB 152 (0.9*TEST) - (EQ-Z / 1.4)2 -0.7 11 0.9 14 0.9 17 0.9 18 0.9 PERFORM ANALYSIS PRINT ALL******************************************************************************LOAD LIST 101 TO 104******************************************************************************PARAMETER 1CODE AISCFU 400000 ALLFYLD 235000 ALLLZ 6 MEMB 41 TO 50 66 TO 75 116 TO 125 141 TO 150 194 195 197 198 203 204 -206 207 214 TO 217 220 TO 223 235 TO 238 241 TO 244 256 TO 259 262 TO 265 -277 TO 280 283 TO 286LZ 8 MEMB 11 TO 15 36 TO 40 61 TO 65 86 TO 90 111 TO 115 136 TO 140 -161 TO 165 186 TO 190 193 196 199 202 205 208 211 226 TO 232 247 TO 253 268 -269 TO 274 289 TO 297 299 300 302 303 305 306 308 309 311 312 314 315 317 -325 TO 339 354 TO 368 383 TO 397 412 TO 426 561 563 651 652 655 656 659 660 -663 664 667 668 671 672 675 676 679 680 683 684 687 688 827 829 831 832 837 -839 841 842 847 849 851 852 857 859 861 862 867 869RATIO 1 ALLCHECK CODE ALL******************************************************************************LOAD LIST 105 TO 152******************************************************************************PARAMETER 2CODE AISCFU 400000 ALLFYLD 235000 ALLLZ 6 MEMB 41 TO 50 66 TO 75 116 TO 125 141 TO 150 194 195 197 198 203 204 -206 207 214 TO 217 220 TO 223 235 TO 238 241 TO 244 256 TO 259 262 TO 265 -277 TO 280 283 TO 286LZ 8 MEMB 11 TO 15 36 TO 40 61 TO 65 86 TO 90 111 TO 115 136 TO 140 -161 TO 165 186 TO 190 193 196 199 202 205 208 211 226 TO 232 247 TO 253 268 -



B



269 TO 274 289 TO 297 299 300 302 303 305 306 308 309 311 312 314 315 317 -325 TO 339 354 TO 368 383 TO 397 412 TO 426 561 563 651 652 655 656 659 660 -663 664 667 668 671 672 675 676 679 680 683 684 687 688 827 829 831 832 837 -839 841 842 847 849 851 852 857 859 861 862 867 869RATIO 1.33 ALLCHECK CODE ALLSTEEL MEMBER TAKE OFF LIST 1 TO 444 449 TO 456 461 TO 468 473 TO 480 -485 TO 492 497 TO 502 505 TO 508 511 TO 514 517 TO 520 523 TO 526 -529 TO 532 535 TO 538 541 TO 544 547 TO 550 553 TO 556 559 TO 561 563 565 -567 568 570 611 TO 770 803 TO 870FINISH


SNO-S-CC-05-010

REV. B

STRESS RATIO


ATTACHMENT F


Doc. No.

F. Stress RatioRatio of structure Pipe Rack PR-10 can be seen in the following table.

F.1. Stress Ratio Permanent Condition

103104103104104102104104104102103103103103104103104

1111111111

0.2550.1460.1150.1050.1540.2590.2250.130.1070.2340.1980.0760.0710.1030.2550.0760 049

H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H300X150X6.5H300X150X6 5

1314151617




B

DATE. 23-Jun-13

45678910

Beam No. Design Property Actual Ratio Allow. Ratio L/C

123

1111111

1112

103

103104103103102104104102104

104104103102102104104102103

103103103104103103102103104

104103

111111111

11

111111111

1

1111111

11

0.109

0.0930.0820.120.5420.2080.2070.1540.4370.388

0.150.1280.3320.3570.2110.1890.1610.4770.152

0.0520.0260.1450.050.0640.070.0170.2670.164

0.0490.062

H400X200X8H300X150X6.5

H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5

H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12

H300X150X6.5H300X150X6.5H400X200X8

H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8H588X300X12

H300X150X6.5

4243444546

313233343536373839

252627282930

1718192021

4041

222324

Attachment F - Page 1 of 29




B

DATE. 23-Jun-13

103102103103103103102

104102102104104104103103104

103104103102103103104104

111111111

111

111

111111

0.0510.0440.047

0.1630.4780.1590.0870.0940.1270.340.070.044

0.1380.0970.3480.4290.290.1840.1570.133

H588X300X12H588X300X12H588X300X12H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8


H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8H588X300X12H588X300X12H588X300X12

67686970

495051525354555657

59606162636465

58

4748

66

0.3330.3130.2140.177

111

102102103103104103103

104103103104103104102102104

103104104104104102102104104

103103

111111

11111

111111111

1111

1111

11

0.4710.1090.1460.1080.3530.39

0.1410.0990.0850.1090.2830.2110.210.1540.435

0.1580.1520.1270.2830.3230.2050.1670.130.358

0.1390.060.0550.0530.0580.25

H300X150X6.5H400X200X8

H588X300X12H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8

H300X150X6.5H300X150X6.5H300X150X6.5


H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12

H300X150X6.5

93949596979899

100

848586878889909192

757677787980818283

71727374

103104102





B

DATE. 23-Jun-13

102103103103

103104103104102102102102102

104104104102102104104104103

103103

111111111

1

111111

111

11

111

0.0740.060 039

0.0930.110.2750.070.0390.0450.0380.030.134

0.1180.2740.2690.1850.1530.130.3660.1610.109

0.2680.1840.151

H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8

H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6 5

H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H300X150X6.5

H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12

120121122123124

111112113114115116117118119

102103104105106107108109110

101

103104103103103103

103103103103102102104104103

103102102102104102103103103

103102103103103104

11111111

11

11111

1

111111111

11111

0.3490.3850.2660.1630.121

0.0990.3610.2080.1540.4360.3730.3130.1490.111

0.260.150.1150.0830.1050.1310.0980.0770.086

0.0390.0330.2340.140.130.1

0.111

H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8H588X300X12H588X300X12H588X300X12

H588X300X12H588X300X12H588X300X12H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8

H300X150X6.5


H300X150X6.5H400X200X8

153

144145146147148149150151152

135136137138139140141142143

124125126

128129130131132133134

H588X300X12H588X300X12H588X300X12

127





B

DATE. 23-Jun-13

103103102

103103103103103102103103103

102102104102103103103103102

104103102

11

111

111111111

111

111111

1

0.180 15

0.040.0440.0380.0250.1190.0570.0420.0450.034

0.0990.0820.1110.1580.0940.0740.0860.0950.083

0.090.1070.2320.143

H300X150X6.5H400X200X8H588X300X12H588X300X12

H588X300X12H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H400X200X8

H300X150X6.5H300X150X6.5H300X150X6.5


H588X300X12H588X300X12

171172173174175176177

162163164165166167168169170

154155156157158159160161

102103102102103

103102103102103102102102103

104102103103103103103102102

102104104103102103104

111111111

1111

11111111

1111

11111

0.0950.0740.2380.361

0.2060.1090.240.0950.0890.2380.2080.1090.24

0.0890.1190.1060.0640.0850.0840.0810.0930.239

0.150.1140.0780.0850.2210.130.1090.072

H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5

H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5H300X150X6.5

H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H300X150X6.5

H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12H588X300X12

198199200201202203204205206

189190191192193194195196197

180181182183184185186187188

177178179





B

DATE. 23-Jun-13

102103

102102103103103102102103102

103102102104103102102102103

104102102102

1

111111

111111111

11111

111

0.465

0.0480.2070.1480.0490.0510.4640.4140.4640.414

0.0520.0460.2050.1370.0540.0540.2080.1460.047

0.2740.240.0770.0690.238

H300X150X6.5H300X150X6.5H300X150X6.5



H300X150X6.5H300X150X6.5H300X150X6.5

225226227228229230

216217218219220221222223224

207208209210211212213214215

102103102102102

104104104104103102102102102

102104104102102102103102102

102102102102104104102

111

111111111

1111111

11111111

1

11

0.3480.0370.0450.435

0.2360.2740.2370.2740.2360.2740.0340.0360.436

0.1530.1080.0460.0450.1530.110.0420.040.274

0.4150.4650.0430.0390.1520.0970.0480.049





252253254255256257258259260

243244245246247248249250251

234235236237238239240241242

231232233





B

DATE. 23-Jun-13

103102

103103103104102102103102103

104102102102104102102103103

103104102102

1

111111111

111111111

11111

0.026

0.0170.0460.3880.4290.0370.0280.4710.390.026

0.0320.0360.4140.3590.4130.360.4130.360.414

0.3530.0350.0430.4350.349

H400X200X8H400X200X8H400X200X8

H300X150X6.5H300X150X6.5H400X200X8H400X200X8H400X200X8H400X200X8H400X200X8H400X200X8H400X200X8


H300X150X6.5H300X150X6.5H300X150X6.5

279280281282283284

270271272273274275276277278

261262263264265266267268269

103102103102102

103102103103102103103102103

102102102103102102101102103

104103102102103103103

1111

111111111

111111111

11111111

0.1420.2430.0130.361

0.3690.2380.0770.1560.240.0140.3670.2380.084

0.5060.5050.5580.2910.2390.0620.1670.240.015

0.3730.3850.0220.0210.5350.5350.5380.519

H300X150X6.5H200X100X5.5H588X300X12H300X150X6.5H200X100X5.5H588X300X12

H300X150X6.5H200X100X5.5H588X300X12H300X150X6.5H200X100X5.5H588X300X12H300X150X6.5H200X100X5.5H588X300X12

H400X200X8H400X200X8H400X200X8H400X200X8H400X200X8H588X300X12H300X150X6.5H200X100X5.5H588X300X12


306307308309310311312313314

297298299300301302303304305

288289290291292293294295296

285286287





B

DATE. 23-Jun-13

102103

102102103102103102102102102

102102102103103103102103102

102102102102

1

111111111

111111111

11111

0.43

0.0750.430.1090.3560.1170.430.1550.3550.092

0.0130.0770.0120.0790.0210.0380.4310.0840.356

0.2380.0890.0850.0160.076

H300X150X6.5H588X300X12H300X150X6.5

H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12

H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5.5H588X300X12H300X150X6.5

H300X150X6.5H200X100X5.5H588X300X12

333334335336337338

324325326327328329330331332

315316317318319320321322323

104103104103104

104104102104104104103104102

103102102102104103102103103

102103102103102103102

1111

111111111

111111111

11111111

0.1940.0490.2690.031

0.0640.1940.0750.2680.0690.1930.0750.2680.067

0.0320.0150.0450.0160.0740.0340.0520.0460.269

0.150.0120.0170.0190.0150.0210.0230.045

H300X150X6.5H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12

H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12


H588X300X12H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5.5

360361362363364365366367368

351352353354355356357358359

342343344345346347348349350

339340341





B

DATE. 23-Jun-13

102103

101102102102104102102102102

102102102103103103103103102

101102102103

1

111111111

111111111

11111

0.413

0.0550.4140.0610.3390.0640.4130.0630.3390.069

0.0160.040.0290.0240.020.0160.0140.0180.012

0.0120.0260.0520.0180.069

H300X150X6.5H588X300X12H300X150X6.5

H200X100X5.5H200X100X5.5H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12


H200X100X5.5H200X100X5.5H200X100X5.5

387388389390391392

378379380381382383384385386

369370371372373374375376377

104103104102102

103103101104103102103102102

104102102103103104104102102

102103102103102101104

1111

111111111

111111111

11111111

0.5050.360.5050.092

0.0170.0120.3380.5350.8480.5350.4370.5370.362

0.0150.0320.0160.0240.0120.0130.0150.0150.016

0.0510.3390.0470.4140.0240.0140.0130.028


H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5.5H588X300X12H400X200X8H588X300X12H400X200X8H588X300X12


H588X300X12H300X150X6.5H588X300X12H300X150X6.5H588X300X12H200X100X5.5

414415416417418419420421422

405406407408409410411412413

396397398399400401402403404

393394395





B

DATE. 23-Jun-13

102103

102102103103103102102102103

101103102102103103102103103

102102103102

1

111111111

111111111

11111

0.009

0.0280.0230.0130.0120.0130.0920.0090.0770.083

0.1660.0860.0530.0270.0230.0160.1190.0820.054

0.5050.0980.5570.0830.017

T150X150T150X150T150X150

H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5.5H200X100X5

PR-10 Report Rev. B (Arkonin)

Documents

Transcript of PR-10 Report Rev. B (Arkonin)