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1、ErrataList,September4,2001AISCLoadandResistanceFactorDesignSpecificationforStructuralSteelBuildings,December27,1999ThefollowingeditorialcorrectionshavebeenmadeintheFirstRevision,September4,2001.Tofacilitatetheincorporationofthesecorrections,thisbooklethasbeenconstru
2、ctedusingcopiesoftherevisedpages,withcorrectionsnoted.Theusermayfinditconvenientinsomecasestohand-writeacorrection;inothers,acut-and-pasteapproachmaybemoreefficient.Sect.A3.]MATERIAL3Cold-FormedWeldedandSeamlessHigh-Strength,Low-AlloyStructuralTubingwithErrataImprov
3、edAtmosphericCorrosionResistance,ASTMA8479/4/01andQuenched-and-TemperedAlloyStructuralSteelPlatesforBridges,ASTMA709/A709MQuenchedandTemperedLow-AlloyStructuralSteelPlatewith70ksi(485MPa)MinimumYieldStrengthto4in.(100mm)Thick,ASTMA852/A852MHigh-StrengthLow-AlloyStee
4、lShapesofStructuralQuality,ProducedbyQuenchingandSelf-TemperingProcess(QST),ASTMA913/A913MSteelforStructuralShapesforUseinBuildingFraming,ASTMA992/A992MCertifiedmilltestreportsorcertifiedreportsoftestsmadebythefabricatororatest-inglaboratoryinaccordancewithASTMA6/A6
5、M,StandardSpecificationforGeneralRequirementsforRolledStructuralSteelBars,Plates,Shapes,andSheetPilingorA568/A568M,StandardSpecificationforSteel,Sheet,Carbon,andHigh-Strength,Low-Alloy,Hot-RolledandCold-Rolled,GeneralRequirementsfor,asapplicable,shallconstitutesuffi
6、cientevidenceofconformitywithoneoftheaboveASTMstandards.Ifrequested,thefabricatorshallprovideanaffidavitstat-ingthatthestructuralsteelfurnishedmeetstherequirementsofthegradespecified.1b.UnidentifiedSteelUnidentifiedsteel,ifsurfaceconditionsareacceptableaccordingtocr
7、iteriacon-tainedinASTMA6/A6M,ispermittedtobeusedforunimportantmembersordetails,wheretheprecisephysicalpropertiesandweldabilityofthesteelwouldnotaffectthestrengthofthestructure.1c.HeavyShapesForASTMA6/A6MGroup4and5rolledshapestobeusedasmemberssubjecttoprimarytensiles
8、tressesduetotensionorflexure,toughnessneednotbespecifiedifsplicesaremadebybolting.Ifsuchmembersaresplicedusingcomplete-joint-pen-etrationg
