CBPS - Power Control Center (Sub-Structure Design Calculation)

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1、CONTRACTNO.DOCUMENTCODETNB140/2013ENGINEERING,PROCUREMENT,CONSTRUCTIONANDCOMMISSIONINGFOR384.7MWCOMBINEDCYCLEGENERATINGPLANTREDEVELOPMENTPROJECTATCONNAUGHTBRIDGEPOWERSTATIONPOWERCONTROLCENTERPOWERCONTROLCENTERPOWERCONTROLCENTERFOUNDATIONFOUNDATIONDESIGNCALCULATIONF

2、OUNDATIONDESIGNCALCULATIONDESIGNCALCULATIONDESIGNCALCULATIONOWNER:TENAGANASIONALBERHAD(TNB)(200866-W)CONTRACTOR:SINOHYDROLIMITEDSINOHYDROCORPORATION(M)SDNBHDCONSORTIUMDESIGNEDBY:PREPAREDBY:MINCONSULTSDNBHDJUNE2015Page1of70384.7MWCOMBINEDCYCLEGENERTINGPLANTCONNAUGHT

3、BRIDGEPOWERSTATIONTABLEOFCONTENTSTABLEOFCONTENTS21.0INTRODUCTION32.0BASICINFORMATIONFORPOWERCONTROLCENTER33.0FOUNDATIONDATA44.0DESIGNCRITERIA45.0PRIMARYLOADS&LOADSCOMBINATIONS46.0REFERENCEDOCUMENTS/DRAWINGS57.0REFERENCECODES58.0ANALYSISSOFTWARE59.0STAADPROMODELING6

4、9.1STAADPROMODELING79.2STAADPROINPUTFILE129.3STAADPROOUTPUTFILE2110.0FOUNDATIONDESIGNCALCULATION2510.1–GB1(1200x600)DESIGNCALCULATION2610.2–GB2(1200x600)DESIGNCALCULATION3410.3–GB3(600x600)DESIGNCALCULATION3910.4–400THKSLABDESIGNCALCULATION4710.5–C1(400x400)DESIGNC

5、ALCULATION5411.0APPENDICE6011.1APPENDIX1–POWERCONTROLCENTERPILINGDRAWING6111.2APPENDIX2–POWERCONTROLCENTER’SVENDORDRAWING66Page2of70384.7MWCOMBINEDCYCLEGENERTINGPLANTCONNAUGHTBRIDGEPOWERSTATION1.0INTRODUCTIONThescopeofworkscoversthefoundationdesigncalculationforthe

6、PowerControlCenterFoundation.ThePowerControlCenterisaSteelModulesupportedbythe15NosRCColumnsatelevationofFL+2.400.TheRCFoundationissupportedbythe8Nos600DiaSpunPilewhichsafelytransfertheloadingtotheHardStratumLayer.2.0BASICINFORMATIONFORPOWERCONTROLCENTER1)RCColumns

7、/Pedestal=15Nos2)ElevationofModule=FL+2.400:PowerControlCenterDoc.TitleRevision:FoundationDesignCalculationDoc.NoPage5/7Page3of70384.7MWCOMBINEDCYCLEGENERTINGPLANTCONNAUGHTBRIDGEPOWERSTATION3.0FOUNDATIONDATAConcreteGrade:C302Reinf.Grade:500N/mm4.0DESIGNCRITERIA(a)F

8、oundationFoundationhasbeendesignedforUltimateLimitStatewiththeloadcondition(factorload)aspertherequirementsofBS8110.Reinforcementhasbeenprovideda