Report SPeaDer Bar

Cover Calc. Sheet Str. ROPP

DOC. NO. :REV0

CALCULATION SHEET FORSPREADER BAR0

01 Jun - 12

CALCULATION SHEET

PROJECT:SPREADER BAR

CLIENT:ConocoPhillips Indonesia Inc. Ltd

LOCATION:

DOCUMENT NO.:

0Issued For Review01-Jun-2012

REVDESCRIPTIONDATE

PREPAREDCHECKEDAPPROVEDAPVD

REVISION HISTORICAL SHEET

Rev NoDateDescription

001 - Jun - 2012

ISSUED FOR REVIEW

DISTRIBUTION ORDER

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

|X| Project Manager|X| Project Manager

|_| Engineering Manager|X| Assisstant Manager for Engineering

|X| Procurement Manager|_| Assisstant Manager for Construction/QA-QC

|_| Construction Manager|_| Assisstant Manager for Schedule & Cost Control

|X| 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|X| Structural Lead Engineer

|X| 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|X| Document Control

|X| Document Control

CONTENTS

1. GENERAL 41.1. Applicable Specification, Codes and Standards4 1.2. Material Specification41.3. Stability Parameter41.3.1.Allowable Vertical Displacement41.4. Unit of Measurement41.5. Computer Software4

2. OUTLINE OF STRUCTURE2.1. General Description42.2. Modelling52.2.1. Perspective52.2.2. Node Numbering52.2.3. Member Numbering62.2.4. Member Schedule6

3. DESIGN LOADS3.1. Dead Load83.2. Live Load8

4. LOADING INPUT ON STAAD MODEL9

5. DESIGN ANALYSIS 5.1. Steel Beam Ratio105.2. Beam Deflection125.3. Padeye Design13

ATTACHMENT22INPUT DATA : SPREADER BAR23

1. GENERAL

1.1.Applicable Specification, Codes and Standards(1)Project SpecificationDesign Specification for Civil and Structural(2)Codes and StandardsAISC-ASD series 2001: American Institute of Steel Construction Allowable Stress Design and Plastic Design Spesification for Structural Steel BuildingJapanese Industrial Standard (JIS): JIS G 3101, 1995: Structural Steel AWS.D.1.1, 2006: Structural Welding Code

1.2.Material SpecificationUse JIS G 3101 Grade SS400 or ASTM A36 with minimum yield strength of structural steel fy = 2450 kg/cm2

1.3.Stability Parameter1.3.1 Allowable Vertical displacementBeams(due to total of dead and live loads) span/250(due to live load only)span/360

1.4.Unit of MeasurementUnit of measurement shall be in Metric Units.

1.5.Computer SoftwareApplied computer software in this calculation:(1) StaadPro (2) MS Excel

2. OUTLINE OF STRUCTURE2.1 General Description This calculation covers the design of Spreader Bar.

2.2 Modelling2.2.1 Perspective

2.2.2 Node Numbering

2.2.3. Member Numbering

2.2.4. Member Schedule Steel Beam H-200x200x8x12

Lifting Plate (Padeye) 40 mm thick

Sling diameter 57 mm

3. DESIGN LOADSLoading Input on the STAAD Model is refered to loading data from vendor.

3.1. Dead Load (D)Dead Load due to selfweight3.2. Live Load L(F)Live Load for Rotor equipment L(F) = 40 Tonnes

4. Loading Input on the STAAD Model Selfweight Y-1 (by Staad Pro) Live Load (Load Equipment)

Loading CombinationPrimary Load :LOAD 1 DL ( SELFWEIGHT)LOAD 2 LL(LIVE LOAD )

Load Combination for Steel Frame Design :LOAD COMB 11 (1.35 DL + 1.35 LL)

5. DESIGN ANALYSIS5.1. STEEL BEAM RATIOA detail of the steel ratio of the structure is shown on the following table. Allowable Stress Limit :1

Stress Ratio for Beam :0,945(memb 2,3)< 1OK

Stress Rasio for Sling: 0.896(memb 4,5)< 1OK

Steel Beam Ratio Check

1 ST H200X200X8 PASS AISC- H1-2 0.577 11 156.52 C 0.00 -31.77 1.17

----------------------------------------------------------------------- | MEMB= 1 , UNIT NEW-MMS, L= 2350. AX= 6353. SZ= 472000.SY= 160000.| | KL/R-Y= 46.8 CB= 1.00 YLD= 247.99 ALLOWABLE STRESSES: FCZ= 163.7 | | FTZ= 163.7 FCY= 186.0 FTY= 186.0 FA= 128.6 FT= 148.8 FV= 99.2 | -----------------------------------------------------------------------

2 ST ST200X40 PASS AISC- H2-1 0.945 11 270.79 T 0.00 -31.30 0.20


3 ST ST200X40 PASS AISC- H2-1 0.945 11 270.79 T 0.00 31.30 0.20


4 ST RD57 PASS AISC- H2-1 0.896 11 313.47 T 0.00 0.21 2.35


5 ST RD57 PASS AISC- H2-1 0.896 11 313.47 T 0.00 0.21 0.00

5.2. BEAM DEFLECTIONDeflection max :3.35 mm (member 1, Comb DL+LL)

Allowable Deflection :2350/250

9.4mm>3.35mmOK

5.3 PADEYE DESIGN

Padeye Design for vertical load

ATTACHMENTINPUT DATA : SPREADER BAR

STAAD PLANESTART JOB INFORMATIONENGINEER DATE 29-May-12END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 2.35 0 0; 3 1.175 2.2352 0; 4 0 0.2 0; 5 2.35 0.2 0;MEMBER INCIDENCES1 1 2; 2 4 1; 3 5 2; 4 4 3; 5 3 5;DEFINE MATERIAL STARTISOTROPIC A36E 2.05e+008POISSON 0.3DENSITY 78.5ALPHA 1.2e-005DAMP 0.03END DEFINE MATERIALMEMBER PROPERTY JAPANESE1 TABLE ST H200X200X8MEMBER PROPERTY DUTCH4 5 TABLE ST RD572 3 TABLE ST ST200X40CONSTANTSMATERIAL A36 ALLSUPPORTS3 FIXEDMEMBER RELEASE4 START MX MY MZ5 END MX MY MZLOAD 1 LOADTYPE DLSELFWEIGHT Y -1LOAD 2 LOADTYPE LLJOINT LOAD1 2 FY -200LOAD COMB 11 1.35 DL + 1.35 LL1 1.35 2 1.35LOAD COMB 12 1DL+1LL1 1.0 2 1.0PERFORM ANALYSISPRINT ANALYSIS RESULTSPARAMETERCODE AISCRATIO 1 ALLFU 400000 ALLFYLD 248000 ALLTRACK 1 ALLCHECK CODE ALLFINISH

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