ACI216.1-97TMS0216.1-97StandardMethodforDeterminingFireResistance.pdf

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1、ACI216.1-97/TMS0216.1-97StandardMethodforDeterminingFireResistanceofConcreteandMasonryConstructionAssembliesReportedbyACI/TMSCommittee216JamesP.HurstChairmanGeneC.AbbateThomasF.HerrellMarkA.NunnStanleyG.BartonMarkHoganJohnPerryRonaldG.BurgThomasH.HolmWalterP

2、rebisDonaldO.DusenberryJoelR.IrvingJohnP.RiesWilliamL.Gamble*PhillipJ.IversonThomasJ.RoweRichardG.GewainT.T.LieJefferyF.SpeckMichaelP.GillenTungD.LinF.R.VollertTiborZ.HarmathyHowardR.May*ImmediatepastchairmanFOREWORDCONTENTSFireresistanceofbuildingelementsis

3、animportantconsiderationinbuildingChapter1—Generaldesign.Whilestructuraldesignconsiderationsforconcreteandmasonryat1.1—ScopeambienttemperatureconditionsareaddressedbyACI318andACI530/1.2—AlternativemethodsASCE5/TMS402,respectively,thesecodesdonotconsidertheim

4、pactoffire1.3—Definitionsonconcreteandmasonryconstruction.Thestandardportionofthisdocu-1.4—Notationmentcontainssuchdesignandanalyticalproceduresfordeterminingthefire1.5—Fireresistancedeterminationsresistanceofconcreteandmasonrymembersandbuildingassemblies.Wh

5、eredifferencesoccurinspecificdesignrequirementsbetweenthisstandardandtheabovereferencedcodes,asinthecaseofcoverprotectionofsteelrein-Chapter2—Concrete2.1—Generalforcement,themorestringentoftherequirementsshallapply.2.2—Concretewalls,floorsandroofsKeywords:be

6、ams(supports);columns(supports);compressivestrength;2.3—Concretecoverprotectionofsteelreinforcementconcreteslabs,fireratings;fireendurance;fireresistance;firetests;masonry2.4—Analyticalmethodsforcalculatingstructuralfirewalls;modulusofelasticity;prestressedc

7、oncrete;prestressingsteels;rein-resistanceandcoverprotectionofconcreteflexuralforcedconcrete;reinforcingsteel;structuraldesign;temperaturedistribution;membersthermalproperties;walls.2.5—ReinforcedconcretecolumnsACICommitteeReports,Guides,StandardPractices,an

8、dChapter3—ConcretemasonryCommentariesareintendedforguidanceinplanning,design-3.1—Generaling,executing,andinspectingconstruction.Thisdocument3.2—Equivalentthicknessisintendedfortheuseofindividual