Report Pipe Rack

PROJECT : PIPE RACK

CLIENT : ConocoPhillips Indonesia Inc. Ltd

LOCATION :

DOCUMENT NO. :

0 Issued For Review 02-JuI-2012

REV DESCRIPTION DATEPREPARED CHECKED APPROVED APVD

REVISION HISTORICAL SHEET

Rev No Date Description

CALCULATION SHEET

0 02 - Jul - 2012 ISSUED FOR REVIEW

DISTRIBUTION ORDER

PT. SARKU ENJINERING UTAMA: CONOCOPHILLIPS INDONESIA INC. LTD.:

Project Manager Project Manager Engineering Manager Assisstant Manager for Engineering Procurement Manager Assisstant Manager for Construction/QA-QC Construction Manager Assisstant Manager for Schedule & Cost Control QA/QC Manager Assisstant Manager for Start Uping HSE Manager Chief Logistic & Services Adm & Finance Manager Chief Safety (Ka. LK3) Project Control Manager Process Lead Engineer Process Lead Engineer Structural Lead Engineer Structural Lead Engineer Mechanical Lead Engineer Mechanical Lead Engineer Piping Lead Engineer Piping Lead Engineer Electrical Lead Engineer Electrical Lead Engineer Instrument Lead Engineer Instrument Lead Engineer Document Control Document Control

CONTENTS

1. GENERAL 41.1. Applicable Specification, Codes and Standards 4 1.2. Material Specification 41.3. Stability Parameter 4

1.3.1. Allowable Vertical Displacement 41.4. Unit of Measurement 41.5. Computer Software 4

2. OUTLINE OF STRUCTURE2.1. General Description 42.2. Modelling 5

2.2.1. Perspective 52.2.2. Node Numbering 52.2.3. Member Numbering 62.2.4. Member Schedule 6

3. DESIGN LOADS3.1. Dead Load 83.2. Live Load 8

4. LOADING INPUT ON STAAD MODEL 9

5. DESIGN ANALYSIS 5.1. Steel Beam Ratio 105.2. Beam Deflection 14

ATTACHMENT 15INPUT DATA : PIPE RACK 16

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0CALCULATION SHEET FORPIPE RACK

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1. GENERAL

1.1. Applicable Specification, Codes and Standards

(1) Project Specification

Design Specification for Civil and Structural

(2) Codes and Standards

AISC-ASD series 2001 : American Institute of Steel Construction – Allowable Stress

Design and Plastic Design Spesification for Structural Steel

Building

Japanese Industrial Standard (JIS):

- JIS G 3101, 1995 : Structural Steel

- AWS.D.1.1, 2006 : Structural Welding Code

1.2. Material Specification

Use JIS G 3101 Grade SS400 or ASTM A36 with minimum yield strength of structural steel fy =

2450 kg/cm2

1.3. Stability Parameter

1.3.1 Allowable Vertical displacement

Beams

(due to total of dead and live loads) span/250

(due to live load only) span/360

1.3.2 Allowable Horizontal displacement

Columns

(due to total of dead and live loads) height/100

1.4. Unit of Measurement

Unit of measurement shall be in Metric Units.

1.5. Computer Software

Applied computer software in this calculation:

(1) StaadPro

(2) MS Excel

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2. OUTLINE OF STRUCTURE

2.1 General Description

This calculation covers the design of Pipe Rack.

2.2 Modelling

2.2.1 Perspective

ISOMETRIC MODEL

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2.2.2 Node Numbering

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2.2.3. Member Numbering

2.2.4. Member Schedule

Steel Beam H-200x200x8x12

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Steel Beam H-100x100x6x8

3. DESIGN LOADS

Loading Input on the STAAD Model is refered to loading data from vendor.

3.1. Dead Load (D)

Dead Load due to selfweight

3.2. Live Load L(F)

Live Load for equipment

LL = 1,0 Ton/m. ( 10 kN/m )

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4. LOADING INPUT ON THE STAAD MODEL

Selfweight Y-1 (automatically calcullated by Staad Pro)

Live Load (Load Equipment)

Loading Combination

Primary Load :

LOAD 1 DL ( SELFWEIGHT)

LOAD 2 LL (LIVE LOAD )

Load Combination for Steel Frame Design :

LOAD COMB 10 (1.0 DL + 1.0 LL)

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5. DESIGN ANALYSIS

5.1. STEEL BEAM RATIO

A detail of the steel ratio of the structure is shown on the following table.

Allowable Stress Limit : 1

Stress Ratio for Beam : 0,344 (memb 2) < 1 OK

Stress Ratio for Column : 0,395 (memb 14) < 1 OK

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Steel Beam Ratio Check

STAAD.Pro CODE CHECKING - (AISC 9TH EDITION) ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

1 ST H200X200X8 (JAPANESE SECTIONS) PASS AISC- H1-3 0.346 10 25.79 C 0.00 -24.23 0.57

----------------------------------------------------------------------- | MEM= 1 , UNIT NEW-MMS, L= 570. AX= 6353.SZ= 472000.SY= 160000.| | KL/R-Y= 11.4 CB= 1.00 YLD= 245.00 ALLOWABLE STRESSES: FCZ= 161.7 | | FTZ= 161.7 FCY= 183.8 FTY= 183.8 FC= 143.5 FT= 147.0 FV= 98.0 | -----------------------------------------------------------------------

2 ST H200X200X8 (JAPANESE SECTIONS) PASS AISC- H1-3 0.344 10 0.00 T 0.00 -26.29 0.00


3 ST H100X100X6 (JAPANESE SECTIONS) PASS AISC- H2-1 0.237 10 14.39 T 0.00 2.35 0.57


4 ST H100X100X6 (JAPANESE SECTIONS) PASS AISC- H1-3 0.000 1 0.10 C 0.00 0.00 0.60





----------------------------------------------------------------------- | MEM= 6 , UNIT NEW-MMS, L= 600. AX= 2159.SZ= 75600.SY= 26800.| | KL/R-Y= 24.1 CB= 1.00 YLD= 245.00 ALLOWABLE STRESSES: FCZ= 161.7 |

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| FTZ= 161.7 FCY= 183.8 FTY= 183.8 FC= 138.5 FT= 147.0 FV= 98.0 | -----------------------------------------------------------------------














-----------------------------------------------------------------------

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| MEM= 13 , UNIT NEW-MMS, L= 730. AX= 2159.SZ= 75600.SY= 26800.| | KL/R-Y= 29.3 CB= 1.00 YLD= 245.00 ALLOWABLE STRESSES: FCZ= 161.7 | | FTZ= 161.7 FCY= 183.8 FTY= 183.8 FC= 136.1 FT= 147.0 FV= 98.0 | -----------------------------------------------------------------------














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5.2. COLUMN LATERAL DEFLECTION

Deflection max : 60.1 mm (Comb DL+LL)

Allowable Deflection : 7000/100

70 mm > 60.1 mm ( OK )

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ATTACHMENT

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INPUT DATA : PIPE RACK

STAAD PLANESTART JOB INFORMATIONENGINEER DATE 02-Jul-12END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 1.3 0 0; 3 0 2.1 0; 4 1.3 2.1 0; 5 1.3 2.7 0; 6 0 4.1 0;7 1.3 4.1 0; 8 1.3 4.7 0; 9 0 6.1 0; 10 1.3 6.1 0; 11 1.3 6.7 0; 12 0 7 0;13 1.3 0.6 0; 14 0.57 2.1 0; 15 0 1.53 0; 16 0 3.53 0; 17 0.57 4.1 0;18 0 5.53 0; 19 0.57 6.1 0;MEMBER INCIDENCES1 3 15; 2 1 2; 3 3 14; 4 5 4; 5 6 17; 6 8 7; 7 9 19; 8 11 10; 9 9 18; 10 6 16;11 12 9; 12 13 2; 13 14 4; 14 15 1; 15 14 15; 16 16 3; 17 17 7; 18 16 17;19 18 6; 20 19 10; 21 18 19;DEFINE MATERIAL STARTISOTROPIC STEELE 2.05e+008POISSON 0.3DENSITY 76.8195ALPHA 1.2e-005DAMP 0.03ISOTROPIC SS400E 2e+008POISSON 0.3DENSITY 78.5ALPHA 1.17e-005DAMP 0.03G 7.69231e+007END DEFINE MATERIALCONSTANTSMATERIAL SS400 ALLMEMBER PROPERTY JAPANESE1 2 9 TO 11 14 16 19 TABLE ST H200X200X83 TO 8 12 13 15 17 18 20 21 TABLE ST H100X100X6SUPPORTS1 2 PINNEDLOAD 1 DLSELFWEIGHT Y -1 LOAD 2 LLMEMBER LOAD2 3 5 7 13 17 20 UNI GY -10LOAD COMB 10 1DL+1LL1 1.0 2 1.0 PERFORM ANALYSIS PRINT STATICS CHECKPRINT ANALYSIS RESULTSPARAMETER 1CODE AISCFYLD 245000 ALLRATIO 1 ALLTRACK 1 ALLCHECK CODE ALLFINISH

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