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1、P1:GIGGRBT055-FMAISC-Sample(LRFD)June20,200512:16CharCount=0ANSI/AISC360-05AnAmericanNationalStandardSpecificationforStructuralSteelBuildingsMarch9,2005SupersedestheLoadandResistanceFactorDesignSpecificationforStructuralSteelBuildingsdatedDecember27,1999,theSpecificationforSt
2、ructuralSteelBuldings—AllowableStressDesignandPlasticDesigndatedJune1,1989,includingSupplementNo.1,theSpecificationforAllowableStressDesignofSingle-AngleMembersdatedJune1,1989,theLoadandResistanceFactorDesignSpecificationforSingle-AngleMembersdatedNovember10,2000,andtheLoadan
3、dResistanceFactorDesignSpecificationfortheDesignofSteelHollowStructuralSectionsdatedNovember10,2000,andallpreviousversionsofthesespecifications.ApprovedbytheAISCCommitteeonSpecificationsandissuedbytheAISCBoardofDirectorsAMERICANINSTITUTEOFSTEELCONSTRUCTION,INC.OneEastWackerDr
4、ive,Suite700Chicago,Illinois60601-1802Copyright�c2005byAmericanInstituteofSteelConstruction,Inc.Allrightsreserved.Thisbookoranypartthereofmustnotbereproducedinanyformwithoutthewrittenpermissionofthepublisher.Theinformationpresentedinthispublicationhasbeenpreparedinaccordancew
5、ithrecognizedengineeringprinciplesandisforgeneralinformationonly.Whileitisbelievedtobeaccurate,thisinformationshouldnotbeusedorrelieduponforanyspecificapplicationwithoutcompetentprofessionalexaminationandverificationofitsaccuracy,suitability,andapplicabilitybyalicensedprofessio
6、nalengineer,de-signer,orarchitect.ThepublicationofthematerialcontainedhereinisnotintendedasarepresentationorwarrantyonthepartoftheAmericanInstituteofSteelCon-structionorofanyotherpersonnamedherein,thatthisinformationissuitableforanygeneralorparticularuseoroffreedomfrominfring
7、ementofanypatentorpatents.Anyonemakinguseofthisinformationassumesallliabilityarisingfromsuchuse.Cautionmustbeexercisedwhenrelyinguponotherspecificationsandcodesde-velopedbyotherbodiesandincorporatedbyreferencehereinsincesuchmaterialmaybemodifiedoramendedfromtimetotimesubsequent
8、totheprintingofthisedition.TheInstitutebearsnoresponsibilityforsuchm
