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1、2010Supplementtothe2006MetalBuildingSystemsManualMETALBUILDINGMANUFACTURERSASSOCIATION1300SumnerAvenueCleveland,Ohio44115Copyright©2010MetalBuildingManufacturersAssociation,Inc.AllrightsreservedPREFACEThis2010Supplementtothe2006editionoftheMBMAMetalBuildingSystemsManualbringstheManualinto
2、conformancewiththe2009EditionoftheInternationalBuildingCodeandincorporatestheresultsofresearchanddevelopmentundertakenbyMBMA,itsmembercompaniesandotherindustrygroups.Italsoupdatesreferencedstandardstothecurrenteditionsandcorrectserrorsandomissionsfoundinthe2006Edition.Althougheveryefforth
3、asbeenmadetopresentaccurateandsoundengineeringanddesigninformation,MBMAassumesnoresponsibilitywhatsoeverfortheapplicationofthisinformationtothedesignorconstructionofanyspecificbuilding.MBMAexpresslydisclaimsallliabilityfordamagesofanysortwhetherdirect,indirectorconsequential,arisingoutoft
4、heuse,referencetoorrelianceontheManualoranyofitscontents.3GeneralReviseallreferencestothe2006InternationalBuildingCode(IBC)tothe2009InternationalBuildingCodethroughoutthemanual,exceptforSection1.3.6SeismicLoads.Page2,Section1.1–Background,addthefollowingindustrystandardpromulgatingbody:Th
5、eInternationalAccreditationService,Inc.Page2,Section1.1–Background,addthefollowingAISCDesignGuides:DesignGuide22:FaçadeAttachmentstoSteel-FramedBuildings(2008)DesignGuide23:ConstructabilityofStructuralSteelBuildings(2008)DesignGuide25:FrameDesignUsingWeb-TaperedMembers(plannedfor2010)Page
6、3,Section1.1–Background,addthefollowingAISIDesignGuide:DesignGuideD111-09:DesignGuideforCold-FormedSteelPurlinRoofFramingSystemsPage5,Section1.3.1–Definitions-RoofLiveLoads,revisetexttoreadasfollows:RoofLiveLoads–...loadsdonotincludewind,snow,seismic,ordeadloads.Acleardistintictiondistinc
7、tionmustbemadebetweenroofliveloadsandsnowloads...Page7,Table1.3.1(b)-DefectionLimits,revisetableandfootnotetoreadasfollows:a,b,c,h,iTable1.3.1(b)DeflectionLimits(LimitsandfootnotesarefromIBC20062009Table1604.3)LoadSnoword,gConstructionLivefDead+LiveWindeRoofMembers:
