CoversheetUPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR LAND TRANSPORTATION

Doc No. P7512-CN-2071-C-0025Rev. A1Page: 1 of

UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2PROJECT No. P7512

CONTRACT No: CT750 UZ110110 PETROFAC JOB No.: PE-103

BUILDING CALCULATION SHEET OF LOAD MATRIX FOR LAND TRANSPORTATION

A116-Jul-2013Issue for ReviewAKHGSMREV.DATEDESCRIPTIONPRPDCHKDAPPDPROJ.APPD

FEED DOCUMENT REFERENCE No.(Document No. & Rev. No.)

Rev.HistoryUPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR LAND TRANSPORTATION

Doc No. P7512-CN-2071-C-0025Rev. A1

TABULATION OF REVISED SECTIONS / PAGES

RevisionPage / SectionDescription

TABULATION OF HOLDS

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Basic Load Cases & CombinationsUPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR LAND TRANSPORTATION

Doc No. P7512-CN-2071-C-0025Rev. A1Page No.Inplace Primary LoadcasesNo.Title********************************************************Inplace Load Cases1DEAD MODELLED STRUCTURAL12DEAD NON MODELLED STRUCTURAL23OTHER DEAD NON MODELLED STRUCTURAL34STICK BUILT ITEMS DEAD LOAD-STRUCTURAL411HVAC LOAD AT ROOF LEVEL1112HVAC LOAD AT MIDDLE FLOOR LEVEL1213HVAC LOAD STICK BUILT1321ELECTRICAL LOAD AT ROOF LEVEL2122ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL2223ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL2324ELECTRICAL LOAD STICK BUILT2431INSTRUMENT LOAD AT ROOF LEVEL3132INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL3233INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL3334INSTRUMENT LOAD STICK BUILT3441HSE LOAD4142HSE LOAD STICK BUILT4251FLOOR LIVE LOAD5152ROOF LIVE LOAD5261BLAST LOAD ON NORTH WALL6162BLAST LOAD ON EAST WALL6263BLAST IN NORTH SOUTH DIRECTION BLAST ON ROOF6364BLAST IN EAST WEST DIRECTION BLAST ON ROOF6481EARTHQUAKE LOAD LONGITUDINAL DIRECTION8182EARTHQUAKE LOAD TRANSVERSE DIRECTION8283EARTHQUAKE LOAD VERTICAL DIRECTION8390CRANE DEAD LOAD PRE-SERVICE9091CRANE DEAD LOAD WINDWARD9192CRANE DEAD LOAD LEEWARD9293CRANE LOAD OPERATING WINDWARD9394CRANE LOAD OPERATING LEEWARD9495CRANE LOAD TRANSVERSE9596CRANE LOAD LONGITUDINAL WINDWARD9697CRANE LOAD LONGITUDINAL LEEWARD97101SUMMER TEMPERATURE - RISE101102WINTER TEMPERATURE - FALL102********************************************************Total load from Staad Cases201TOTAL STRUCTURAL DEAD LOAD FROM STAAD201211TOTAL MECHANICAL DEAD LOAD FROM STAAD211221TOTAL ELECTRICAL DEAD LOAD FROM STAAD221231TOTAL INSTRUMENT DEAD LOAD FROM STAAD231241TOTAL HSE DEAD LOAD FROM STAAD241********************************************************Gross load Cases as per Weight Report301GORSS STRUCTURAL DEAD LOAD AS PER WEIGHT REPORT301311TOTAL GROSS MECHANICAL DEAD LOAD AS PER WEIGHT REPORT311321TOTAL ELECTRICAL DEAD LOAD AS PER WEIGHT REPORT321331TOTAL INSTRUMENT DEAD LOAD AS PER WEIGHT REPORT331341TOTAL HSE DEAD LOAD AS PER WEIGHT REPORT341********************************************************Total Gross load during Sea Transportaion500TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSIS500********************************************************Wind LoadR71IN-PLACE WIND LOAD LONGITUDINAL DIRECTIONR71R72IN-PLACE WIND LOAD TRANSVERSE DIRECTIONR72R73IN-PLACE WIND LOAD - LONGITUDINAL DIRECTIONR73R74IN-PLACE WIND LOAD - TRANSVERSE DIRECTIONR74*********************************************************Transport Load cases**Discrete Loads*R601DEAD MODELLED STRUCTURAL +X DIRECTIONR601R602DEAD NON MODELLED STRUCTURAL IN +X DIRECTIONR602R603OTHER DEAD NON MODELLED STRUCTURAL IN +X DIRECTIONR603R611HVAC LOAD AT ROOF LEVEL IN +X DIRECTIONR611R612HVAC LOAD AT MIDDLE FLOOR LEVEL IN +X DIRECTIONR612R621ELECTRICAL LOAD AT ROOF LEVEL IN +X DIRECTIONR621R622ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL IN +X DIRECTIONR622R623ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL IN +X DIRECTIONR623R631INSTRUMENT LOAD AT ROOF LEVEL IN +X DIRECTIONR631R632INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL IN +X DIRECTIONR632R633INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL IN +X DIRECTIONR633R641HSE LOAD IN +X DIRECTIONR641R690CRANE LOAD IN +X DIRECTIONR690R701DEAD MODELLED STRUCTURAL IN +Z DIRECTIONR701R702DEAD NON MODELLED STRUCTURAL IN +Z DIRECTIONR702R703OTHER DEAD NON MODELLED STRUCTURAL IN +Z DIRECTIONR703R711HVAC LOAD AT ROOF LEVEL IN +Z DIRECTIONR711R712HVAC LOAD AT MIDDLE FLOOR LEVEL IN +Z DIRECTIONR712R721ELECTRICAL LOAD AT ROOF LEVEL IN +Z DIRECTIONR721R722ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL IN +Z DIRECTIONR722R723ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL IN +Z DIRECTIONR723R731INSTRUMENT LOAD AT ROOF LEVEL IN +Z DIRECTIONR731R732INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL IN +Z DIRECTIONR732R733INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL IN +Z DIRECTIONR733R741HSE LOAD IN +Z DIRECTIONR741R790CRANE LOAD IN +Z DIRECTIONR790501IMPACT FACTOR LOAD501*********************************************************Transport Wind (factored from Inplace Wind)*********************************************************Pre Combinations Tilt and Accelerations*Tilt-XTilt along +X (5%)PRE-COMBINATION FACTORSTilt-ZTilt along +Z (5%)PRE-COMBINATION FACTORSAccl-XAcceleration along +X (5%)PRE-COMBINATION FACTORSAccl-ZAcceleration along +Z (5%)PRE-COMBINATION FACTORS*********************************************************COG Correction*R401CoG tolerance MxR401R402CoG tolerance MzR402*********************************************************Load Combinations*4000Natural COG + Fx Acceleration & Inclination + Wind X40004001Natural COG + Fz Acceleration & Inclination + Wind Z40014002Natural COG - Fx Acceleration & Inclination - Wind X40024003Natural COG - Fz Acceleration & Inclination - Wind Z40034010CG Corner A + Fx Acceleration & Inclination + Wind X40104011CG Corner A + Fz Acceleration & Inclination + Wind Z40114012CG Corner A - Fx Acceleration & Inclination - Wind X40124013CG Corner A - Fz Acceleration & Inclination - Wind Z40134020CG Corner B + Fx Acceleration & Inclination + Wind X40204021CG Corner B + Fz Acceleration & Inclination + Wind Z40214022CG Corner B - Fx Acceleration & Inclination - Wind X40224023CG Corner B - Fz Acceleration & Inclination - Wind Z40234030CG Corner C + Fx Acceleration & Inclination + Wind X40304031CG Corner C + Fz Acceleration & Inclination + Wind Z40314032CG Corner C - Fx Acceleration & Inclination - Wind X40324033CG Corner C - Fz Acceleration & Inclination - Wind Z40334040CG Corner D + Fx Acceleration & Inclination + Wind X40404041CG Corner D + Fz Acceleration & Inclination + Wind Z40414042CG Corner D - Fx Acceleration & Inclination - Wind X40424043CG Corner D - Fz Acceleration & Inclination - Wind Z4043

Input UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR LAND TRANSPORTATION

Doc No. P7512-CN-2071-C-0025Rev. A1

Land Transport using Spring SupportsInput Cells are highlighted withbackground

Structure:MTR 07

Orientation of Building:

Longitudinal axisZChoose longitudinal axis X or Z to match STAAD file.Transverse axisXVertical axisY

Inclination Forces

Tilt X 5%=2.862degrees0.050radiansHorizontal Component =Sine =0.0499Vertical Component =Cos =0.9988Tilt Z 5%=2.862degrees0.050radiansHorizontal Component =Sine =0.0499Vertical Component =Cos =0.9988

Acceleration Forces

Acceleration FX =0.050gAcceleration FZ =0.050g

Accidental Impact Factor

Accidental Impact Factor =5%

Wind Load Factors

(WL_T) WIND LOAD ALONG X0.090(WL_L) WIND LOAD ALONG Z0.090

Basic LoadcasesSTAAD MODEL WEIGHT (te)Weight Report Weight (te)Gross Weight Factor

LOAD 201TOTAL STRUCTURAL DEAD LOAD FROM STAAD105.7122.21.156DO NOT INCLUDE TEMPORARY STEELWORKLOAD 211TOTAL MECHANICAL DEAD LOAD FROM STAAD13.315.41.156LOAD 221TOTAL ELECTRICAL DEAD LOAD FROM STAAD52.760.91.156LOAD 231TOTAL INSTRUMENT DEAD LOAD FROM STAAD0.00.01.156LOAD 241TOTAL HSE DEAD LOAD FROM STAAD0.00.01.156TOTAL171.7198.51.1561947.5kN

CoG Shift Factors

Module Gross Weight 1947.5kNOverall Plan Dimension of module Direction (LA) LENGTH16.9mNumber of coumn Along direction A (Length)5Overall Plan Dimension of module Direction (LB) WIDTH6.3mNumber of coumn Along direction B (Width)4Length of COG envelope (10% of LA or 2m whichever is less) 1.690mWidth of COG envelope (10% of LB or 1.2m whichever is less)0.630m

Mxx =1947.5x1.69/21645.6kNmabout X axisMzz =1947.5x 0.63 / 2613.5kNmAbout Z axis

COG factor (based on 1000kNm unit moment)1.6456about X axisCOG factor (based on 1000kNm unit moment)0.6135About Z axisThis calculation is done considering the COG shift momemt will be distributed on the extreme columns of the buildings. For Longer buildings COG shift moment can be distributed over the series of columns along the length. Calculation for the same shall be done seperately.

Load per column along direction A based on 1000kNm unit moment 1000/5/6.3=31.7460kNabout Z axisLoad per column along direction B based on 1000kNm unit moment 1000/4/16.9=14.7929kNabout X axis

PAGE &POF&N

LC MATRIXUPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR LAND TRANSPORTATION

Doc No. P7512-CN-2071-C-0025REV. A1

Pre -Combinations

DescriptionTOTAL STRUCTURAL DEAD LOAD FROM STAADTOTAL MECHANICAL DEAD LOAD FROM STAADTOTAL ELECTRICAL DEAD LOAD FROM STAADTOTAL INSTRUMENT DEAD LOAD FROM STAADTOTAL HSE DEAD LOAD FROM STAAD

LC No.Load 201 -YLoad +XLoad +ZLoad 211 -YLoad +XLoad +ZLoad 221 -YLoad +XLoad +ZLoad 231 -YLoad +XLoad +ZLoad 241 -YLoad +XLoad +ZWeight Report Weight122.2122.2122.215.415.415.460.960.960.90.00.00.00.00.00.0Model Weight105.7105.7105.713.313.313.352.752.752.70.00.00.00.00.00.0

TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSIS1.1561.1561.1561.1561.156501 5% Impact Factor0.0580.0580.0580.0580.058Tilt-XTilt along +X (5%)0.0580.0580.0580.0580.058Tilt-ZTilt along +Z (5%)0.0580.0580.0580.0580.058Accl-XAcceleration along +X (5%)0.0580.0580.0580.0580.058Accl-ZAcceleration along +Z (5%)0.0580.0580.0580.0580.058

TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSISIMPACT FACTOR LOADIN-PLACE WIND LOAD LONGITUDINAL DIRECTIONIN-PLACE WIND LOAD TRANSVERSE DIRECTIONIN-PLACE WIND LOAD - LONGITUDINAL DIRECTIONIN-PLACE WIND LOAD - TRANSVERSE DIRECTIONTilt & Acceleration along +ZTilt & Acceleration along +XCoG tolerance MxCoG tolerance Mz

500501R71R72R73R74R701R702R703R711R712R721R722R723R731R732R733R741R790R601R602R603R611R612R621R622R623R631R632R633R641R690R401R4024000Natural COG + Fx Acceleration & Inclination + Wind X0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1164001Natural COG + Fz Acceleration & Inclination + Wind Z0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1164002Natural COG - Fx Acceleration & Inclination - Wind X0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.1164003Natural COG - Fz Acceleration & Inclination - Wind Z0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.1164010CG Corner A + Fx Acceleration & Inclination + Wind X0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1161.6460.6134011CG Corner A + Fz Acceleration & Inclination + Wind Z0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1161.6460.6134012CG Corner A - Fx Acceleration & Inclination - Wind X0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.1161.6460.6134013CG Corner A - Fz Acceleration & Inclination - Wind Z0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.1161.6460.6134020CG Corner B + Fx Acceleration & Inclination + Wind X0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1161.646-0.6134021CG Corner B + Fz Acceleration & Inclination + Wind Z0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1161.646-0.6134022CG Corner B - Fx Acceleration & Inclination - Wind X0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.1161.646-0.6134023CG Corner B - Fz Acceleration & Inclination - Wind Z0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.1161.646-0.6134030CG Corner C + Fx Acceleration & Inclination + Wind X0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.116-1.646-0.6134031CG Corner C + Fz Acceleration & Inclination + Wind Z0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.116-1.646-0.6134032CG Corner C - Fx Acceleration & Inclination - Wind X0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-1.646-0.6134033CG Corner C - Fz Acceleration & Inclination - Wind Z0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-1.646-0.6134040CG Corner D + Fx Acceleration & Inclination + Wind X0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.116-1.6460.6134041CG Corner D + Fz Acceleration & Inclination + Wind Z0.9991.0000.0900.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.1160.116-1.6460.6134042CG Corner D - Fx Acceleration & Inclination - Wind X0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-1.6460.6134043CG Corner D - Fz Acceleration & Inclination - Wind Z0.9991.0000.090-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-0.116-1.6460.613

PAGE &POF&N

Load CaseLoad Combination

Staad Input GenerationUPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2PROJECT No. P7512CALCULATION SHEET FOR LOAD MATRIX FOR LAND TRANSPORTATION

Doc No. xxxxREV. A1*ZADCO LAND TRANSPORT-SPRING METHOD - LOAD COMBINATION MATRIX MASTER -************************************************************************** LOADS & LOAD COMBINATION DEFINE REFERENCE LOADS** REFERENCE LOAD SHALL BE SAME AS OF SEA ANALYSIS FILE **ONLY 'DECK DEFLECTION FORCES' & 'SEAFASTENING CANCELLATION FORCES' LOAD CASES SHALL BE DELETED** WIND LOADS************************************************************************LOADR71IN-PLACE WIND LOAD LONGITUDINAL DIRECTION************************************************************************

************************************************************************LOADR72IN-PLACE WIND LOAD TRANSVERSE DIRECTION************************************************************************

************************************************************************LOADR73IN-PLACE WIND LOAD - LONGITUDINAL DIRECTION************************************************************************ ************************************************************************LOADR74IN-PLACE WIND LOAD - TRANSVERSE DIRECTION************************************************************************* COG Correction************************************************************************LOADR401CoG tolerance Mx************************************************************************

************************************************************************LOADR402CoG tolerance Mz************************************************************************

************************************************************************** MASS IN LATERAL DIRECTION** +X DIRECTION************************************************************************LOADR601DEAD MODELLED STRUCTURAL +X DIRECTION************************************************************************

************************************************************************LOADR602DEAD NON MODELLED STRUCTURAL IN +X DIRECTION************************************************************************

************************************************************************LOADR603OTHER DEAD NON MODELLED STRUCTURAL IN +X DIRECTION************************************************************************

************************************************************************LOADR611HVAC LOAD AT ROOF LEVEL IN +X DIRECTION************************************************************************

************************************************************************LOADR612HVAC LOAD AT MIDDLE FLOOR LEVEL IN +X DIRECTION************************************************************************

************************************************************************LOADR621ELECTRICAL LOAD AT ROOF LEVEL IN +X DIRECTION************************************************************************

************************************************************************LOADR622ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL IN +X DIRECTION************************************************************************

************************************************************************LOADR623ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL IN +X DIRECTION************************************************************************

************************************************************************LOADR631INSTRUMENT LOAD AT ROOF LEVEL IN +X DIRECTION************************************************************************

************************************************************************LOADR632INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL IN +X DIRECTION************************************************************************

************************************************************************LOADR633INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL IN +X DIRECTION************************************************************************

************************************************************************LOADR641HSE LOAD IN +X DIRECTION************************************************************************

************************************************************************LOADR690CRANE LOAD IN +X DIRECTION************************************************************************

************************************************************************** +Z DIRECTION************************************************************************LOADR701DEAD MODELLED STRUCTURAL IN +Z DIRECTION************************************************************************

************************************************************************LOADR702DEAD NON MODELLED STRUCTURAL IN +Z DIRECTION************************************************************************

************************************************************************LOADR703OTHER DEAD NON MODELLED STRUCTURAL IN +Z DIRECTION************************************************************************

************************************************************************LOADR711HVAC LOAD AT ROOF LEVEL IN +Z DIRECTION************************************************************************

************************************************************************LOADR712HVAC LOAD AT MIDDLE FLOOR LEVEL IN +Z DIRECTION************************************************************************

************************************************************************LOADR721ELECTRICAL LOAD AT ROOF LEVEL IN +Z DIRECTION************************************************************************

************************************************************************LOADR722ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL IN +Z DIRECTION************************************************************************

************************************************************************LOADR723ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL IN +Z DIRECTION************************************************************************

************************************************************************LOADR731INSTRUMENT LOAD AT ROOF LEVEL IN +Z DIRECTION************************************************************************

************************************************************************LOADR732INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL IN +Z DIRECTION************************************************************************

************************************************************************LOADR733INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL IN +Z DIRECTION************************************************************************

************************************************************************LOADR741HSE LOAD IN +Z DIRECTION************************************************************************

************************************************************************LOADR790CRANE LOAD IN +Z DIRECTION************************************************************************************************************************************************END DEFINE REFERENCE LOADS**************************************************************************************************************************************************BASIC LOAD CASES************************************************************************** BASIC LOAD CASES KEPT SAME OF IN-PLACE ANALYSIS FILE************************************************************************

*************************************************************************Total load from Staad Cases************************************************************************LOAD 201TOTAL STRUCTURAL DEAD LOAD FROM STAADREPEAT LOAD11.00021.00031.000************************************************************************LOAD 211TOTAL MECHANICAL DEAD LOAD FROM STAADREPEAT LOAD111.000121.000901.000************************************************************************LOAD 221TOTAL ELECTRICAL DEAD LOAD FROM STAADREPEAT LOAD211.000221.000231.000************************************************************************LOAD 231TOTAL INSTRUMENT DEAD LOAD FROM STAADREPEAT LOAD311.000321.000331.000************************************************************************LOAD 241TOTAL HSE DEAD LOAD FROM STAADREPEAT LOAD411.000*************************************************************************************************************************************************Gorss load as per weight report************************************************************************LOAD 301GORSS STRUCTURAL DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD2011.156************************************************************************LOAD 311TOTAL GROSS MECHANICAL DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD2111.156************************************************************************LOAD 321TOTAL ELECTRICAL DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD2211.156************************************************************************LOAD 331TOTAL INSTRUMENT DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD2311.156************************************************************************LOAD 341TOTAL HSE DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD2411.156************************************************************************************************************************************************LOAD 500TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSISREPEAT LOAD3011.0003111.0003211.0003311.0003411.000************************************************************************LOAD 501IMPACT FACTOR LOADREPEAT LOAD5000.050****************************************************************************************************************************************************LAND TRANSPORT LOAD COMBINATIONS***************************************************************************LOAD 4000NATURAL COG + FX ACCELERATION & INCLINATION + WIND XREFERENCE LOADR720.090R6010.116R6020.116R6030.116R6110.116-R6120.116R6210.116R6220.116R6230.116R6310.116-R6320.116R6330.116R6410.116R6900.116REPEAT LOAD5000.9995011.000**LOAD 4001NATURAL COG + FZ ACCELERATION & INCLINATION + WIND ZREFERENCE LOADR710.090R7010.116R7020.116R7030.116R7110.116-R7120.116R7210.116R7220.116R7230.116R7310.116-R7320.116R7330.116R7410.116R7900.116REPEAT LOAD5000.9995011.000**LOAD 4002Natural COG - Fx Acceleration & Inclination - Wind XREFERENCE LOADR740.090R601-0.116R602-0.116R603-0.116R611-0.116-R612-0.116R621-0.116R622-0.116R623-0.116R631-0.116-R632-0.116R633-0.116R641-0.116R690-0.116REPEAT LOAD5000.9995011.000**LOAD 4003Natural COG - Fz Acceleration & Inclination - Wind ZREFERENCE LOADR730.090R701-0.116R702-0.116R703-0.116R711-0.116-R712-0.116R721-0.116R722-0.116R723-0.116R731-0.116-R732-0.116R733-0.116R741-0.116R790-0.116REPEAT LOAD5000.9995011.000**LOAD 4010CG CORNER A + FX ACCELERATION & INCLINATION + WIND XREFERENCE LOADR720.090R6010.116R6020.116R6030.116R6110.116-R6120.116R6210.116R6220.116R6230.116R6310.116-R6320.116R6330.116R6410.116R6900.116R4011.646-R4020.613REPEAT LOAD5000.9995011.000**LOAD 4011CG CORNER A + FZ ACCELERATION & INCLINATION + WIND ZREFERENCE LOADR710.090R7010.116R7020.116R7030.116R7110.116-R7120.116R7210.116R7220.116R7230.116R7310.116-R7320.116R7330.116R7410.116R7900.116R4011.646-R4020.613REPEAT LOAD5000.9995011.000**LOAD 4012CG CORNER A - FX ACCELERATION & INCLINATION - WIND XREFERENCE LOADR740.090R601-0.116R602-0.116R603-0.116R611-0.116-R612-0.116R621-0.116R622-0.116R623-0.116R631-0.116-R632-0.116R633-0.116R641-0.116R690-0.116R4011.646-R4020.613REPEAT LOAD5000.9995011.000**LOAD 4013CG CORNER A - FZ ACCELERATION & INCLINATION - WIND ZREFERENCE LOADR730.090R701-0.116R702-0.116R703-0.116R711-0.116-R712-0.116R721-0.116R722-0.116R723-0.116R731-0.116-R732-0.116R733-0.116R741-0.116R790-0.116R4011.646-R4020.613REPEAT LOAD5000.9995011.000**LOAD 4020CG CORNER B + FX ACCELERATION & INCLINATION + WIND XREFERENCE LOADR720.090R6010.116R6020.116R6030.116R6110.116-R6120.116R6210.116R6220.116R6230.116R6310.116-R6320.116R6330.116R6410.116R6900.116R4011.646-R402-0.613REPEAT LOAD5000.9995011.000**LOAD 4021CG CORNER B + FZ ACCELERATION & INCLINATION + WIND ZREFERENCE LOADR710.090R7010.116R7020.116R7030.116R7110.116-R7120.116R7210.116R7220.116R7230.116R7310.116-R7320.116R7330.116R7410.116R7900.116R4011.646-R402-0.613REPEAT LOAD5000.9995011.000**LOAD 4022CG CORNER B - FX ACCELERATION & INCLINATION - WIND XREFERENCE LOADR740.090R601-0.116R602-0.116R603-0.116R611-0.116-R612-0.116R621-0.116R622-0.116R623-0.116R631-0.116-R632-0.116R633-0.116R641-0.116R690-0.116R4011.646-R402-0.613REPEAT LOAD5000.9995011.000**LOAD 4023CG CORNER B - FZ ACCELERATION & INCLINATION - WIND ZREFERENCE LOADR730.090R701-0.116R702-0.116R703-0.116R711-0.116-R712-0.116R721-0.116R722-0.116R723-0.116R731-0.116-R732-0.116R733-0.116R741-0.116R790-0.116R4011.646-R402-0.613REPEAT LOAD5000.9995011.000**LOAD 4030CG CORNER C + FX ACCELERATION & INCLINATION + WIND XREFERENCE LOADR720.090R6010.116R6020.116R6030.116R6110.116-R6120.116R6210.116R6220.116R6230.116R6310.116-R6320.116R6330.116R6410.116R6900.116R401-1.646-R402-0.613REPEAT LOAD5000.9995011.000**LOAD 4031CG CORNER C + FZ ACCELERATION & INCLINATION + WIND ZREFERENCE LOADR710.090R7010.116R7020.116R7030.116R7110.116-R7120.116R7210.116R7220.116R7230.116R7310.116-R7320.116R7330.116R7410.116R7900.116R401-1.646-R402-0.613REPEAT LOAD5000.9995011.000**LOAD 4032CG CORNER C - FX ACCELERATION & INCLINATION - WIND XREFERENCE LOADR740.090R601-0.116R602-0.116R603-0.116R611-0.116-R612-0.116R621-0.116R622-0.116R623-0.116R631-0.116-R632-0.116R633-0.116R641-0.116R690-0.116R401-1.646-R402-0.613REPEAT LOAD5000.9995011.000**LOAD 4033CG CORNER C - FZ ACCELERATION & INCLINATION - WIND ZREFERENCE LOADR730.090R701-0.116R702-0.116R703-0.116R711-0.116-R712-0.116R721-0.116R722-0.116R723-0.116R731-0.116-R732-0.116R733-0.116R741-0.116R790-0.116R401-1.646-R402-0.613REPEAT LOAD5000.9995011.000**LOAD 4040CG CORNER D + FX ACCELERATION & INCLINATION + WIND XREFERENCE LOADR720.090R6010.116R6020.116R6030.116R6110.116-R6120.116R6210.116R6220.116R6230.116R6310.116-R6320.116R6330.116R6410.116R6900.116R401-1.646-R4020.613REPEAT LOAD5000.9995011.000**LOAD 4041CG CORNER D + FZ ACCELERATION & INCLINATION + WIND ZREFERENCE LOADR710.090R7010.116R7020.116R7030.116R7110.116-R7120.116R7210.116R7220.116R7230.116R7310.116-R7320.116R7330.116R7410.116R7900.116R401-1.646-R4020.613REPEAT LOAD5000.9995011.000**LOAD 4042CG CORNER D - FX ACCELERATION & INCLINATION - WIND XREFERENCE LOADR740.090R601-0.116R602-0.116R603-0.116R611-0.116-R612-0.116R621-0.116R622-0.116R623-0.116R631-0.116-R632-0.116R633-0.116R641-0.116R690-0.116R401-1.646-R4020.613REPEAT LOAD5000.9995011.000**LOAD 4043CG CORNER D - FZ ACCELERATION & INCLINATION - WIND ZREFERENCE LOADR730.090R701-0.116R702-0.116R703-0.116R711-0.116-R712-0.116R721-0.116R722-0.116R723-0.116R731-0.116-R732-0.116R733-0.116R741-0.116R790-0.116R401-1.646-R4020.613REPEAT LOAD5000.9995011.000**LOAD LIST 4000 TO 4003 4010 TO 4013 4020 TO 4023 4030 TO 4033 4040 TO 4043