AISC Design Guide 6_Load and Resistance Factor Design of W-Shapes Encased in Concrete.pdf

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1、SteelDesignGuideSeriesLoadandResistanceFactorDesignofW-ShapesEncasedinConcrete©2003byAmericanInstituteofSteelConstruction,Inc.Allrightsreserved.Thispublicationoranypartthereofmustnotbereproducedinanyformwithoutpermissionofthepublisher.SteelDesignGuideSeriesLoadandResistanceFactorDesignofW-Sha

2、pesEncasedinConcreteLawrenceG.GriffisWalterP.MooreandAssociates,Inc.Houston,TexasAMERICANINSTITUTEOFSTEELCONSTRUCTION©2003byAmericanInstituteofSteelConstruction,Inc.Allrightsreserved.Thispublicationoranypartthereofmustnotbereproducedinanyformwithoutpermissionofthepublisher.Copyright1992byAmer

3、icanInstituteofSteelConstruction.Allrightsreserved.Nopartofthispublicationmaybereproducedwithoutwrittenpermission.PublishedbytheAmericanInstituteofSteelConstruction,Inc.atOneEastWackerDrive,Suite3100,Chicago,IL60601-2001.©2003byAmericanInstituteofSteelConstruction,Inc.Allrightsreserved.Thispu

4、blicationoranypartthereofmustnotbereproducedinanyformwithoutpermissionofthepublisher.TABLEOFCONTENTSINTRODUCTION...............................................1LoadandResistanceFactorDesign(LRFD)ofCompositeColumns..................................................7SCOPE........................

5、.........................................1ComparisonBetweenLRFDandStrainCompatibilityMethods.............................................8PART1:USEANDDESIGNOFDescriptionoftheCompositeBeam-ColumnCOMPOSITECOLUMNS................................1LoadTables........................................

6、....................10CompositeFrameConstruction.........................1REFERENCES...........................................................11PracticalUsesofCompositeColumns...............2Advantages,Disadvantages,andLimitations....2NOMENCLATURE.............................................

7、.......12PracticalDesignConsiderations........................3PART2:SUGGESTEDDETAILSFORFireResistance...............................................3COMPOSITECOLUMNS.........................................13LongitudinalReinforcingBarArrange