【美国】building code requirements for structural concrete and commentary(aci 318m-05)(3-2)

【美国】building code requirements for structural concrete and commentary(aci 318m-05)(3-2)

ID:8080986

大小:3.40 MB

页数:145页

时间:2018-03-05

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1、BUILDINGCODEREQUIREMENTSFORSTRUCTURALCONCRETEANDCOMMENTARY(ACI318M-05)ACICommittee318StructuralBuildingCodeJamesK.WightBasileG.RabbatChairSecretary--`,,`,````````,,`,,`,,``,`,,,`-`-`,,`,,`,`,,`---SergioM.AlcocerLuisE.GarciaDominicJ.KellyMylesA.MurrayFlorianG.BarthS.K.GhoshGary

2、J.KleinJulioA.RamirezRogerJ.BeckerLawrenceG.GriffisRonaldKlemencicThomasC.SchaefferKennethB.BondyDavidP.GustafsonCaryS.KopczynskiStephenJ.SeguirantJohnE.BreenD.KirkHarmanH.S.LewRobertoStarkJamesR.CagleyJamesR.HarrisColinL.LoboEricM.TollesMichaelP.CollinsNeilM.HawkinsLeslieD.Ma

3、rtin†ThomasD.VertiW.GeneCorleyTerenceC.HollandRobertF.MastSharonL.WoodCharlesW.DolanKennethC.HoverStevenL.McCabeLoringA.WyllieAnthonyE.FioratoPhillipJ.IversonW.CalvinMcCallFernandoV.YanezCatherineE.FrenchJamesO.JirsaJackP.MoehleSubcommitteeMembersNealS.AndersonJuanP.Covarrubia

4、sMichaelE.KregerVilasS.MujumdarGuillermoSantanaMarkA.AschheimRobertJ.FroschDanielA.KuchmaSuzanneD.NakakiAndrewScanlonJohnF.BonacciHarryA.GleichLeRoyA.LutzTheodoreL.NeffJohnF.StantonJoAnnP.BrowningJavierF.Horvilleur†JamesG.MacGregorAndrzejS.NowakFernandoR.StucchiNicholasJ.Carin

5、oR.DougHootonJoeMaffeiRandallW.PostonRajValluvanNedM.ClelandL.S.PaulJohalDenisMitchellBruceW.RussellJohnW.WallaceRonaldA.CookConsultingMembersC.RaymondHaysRichardC.MeiningerCharlesG.Salmon†DeceasedACI318M-05isacompletemetriccompaniontoACI318-05.ACI318-05isdeemedtosatisfyISO193

6、38,“PerformanceandAssessmentRequirementsforDesignStandardsonStructuralConcrete,”ReferenceNumberISO19338.2003(E).AlsoTechnicalCorrigendum1:2004.CHAPTER11147CHAPTER11—SHEARANDTORSIONCODECOMMENTARY11.1—ShearstrengthR11.1—Shearstrength11.1.1—ExceptformembersdesignedinaccordanceThi

7、schapterincludesshearandtorsionprovisionsforbothwithAppendixA,designofcrosssectionssubjecttononprestressedandprestressedconcretemembers.Theshearshallbebasedon:shear-frictionconcept(11.7)isparticularlyapplicabletodesignofreinforcementdetailsinprecaststructures.SpecialφVn≥Vu(11-

8、1)provisionsareincludedfordeepflexuralmembers(11.8),bracketsa

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