文档介绍:该【AWWAC304-1999预应力钢筒溷凝土管设计标准 】是由【zkusha】上传分享,文档一共【122】页,该文档可以免费在线阅读,需要了解更多关于【AWWAC304-1999预应力钢筒溷凝土管设计标准 】的内容,可以使用淘豆网的站内搜索功能,选择自己适合的文档,以下文字是截取该文章内的部分文字,如需要获得完整电子版,请下载此文档到您的设备,方便您编辑和打印。:..AWWASTANDARDFORDESIGNOFPRESTRESSEDCONCRETECYLINDERPIPEEffectivedate:March1,,,,,Denver,Colorado80235--``,``-`-`,,`,,`,`,,`---workingpermittedwithoutlicensefromIHS:..AWWAStandardThisdocumentisanAmericanWaterWorksAssociation(AWWA),,nordoesAWWAtest,certify,,WhenAWWArevisesorwithdrawsthisstandard,,theconsumer,,whetherthatpersonhasapprovedthestandardornot,frommanufactur-ing,marketing,purchasing,orusingproducts,processes,,:TheAmericanNationalStandardsInstitute(ANSI),revise,,.,NewYork,NY10036;--``,``-`-`,,`,,`,`,,`---(212)642-,electronicormechanical,includingphotocopy,recording,oranyinformationorretrievalsystem,exceptintheformofbriefexcerptsorquotationsforreviewpurposes,:..CommitteePersonnelmitteethatreviewedthisstandardhadthefollowingpersonnelatthetimeofapproval:ChrisSundberg,,HansonConcreteProductsInc.,DallasTexas(AWWA),AmeronConcrete&SteelPipe,RanchoCucamonga,Calif,(AWWA)GerardBizien,HypresconInc.,,Que.(AWWA),MontgomeryWatson,WalnutCreek,Calif.(AWWA)--``,``-`-`,,`,,`,`,,`---,BoyleEngineeringCorporation,NewportBeach,Calif.,(AWWA),pany,Dayton,Ohio(AWWA),Simpson,Sumpertz&HegarInc.,Arlington,Mass.(AWWA)mitteeonConcretePressurePipe,whichreviewedandapprovedthisstandard,hadthefollowingpersonnelatthetimeofapproval:,ChairChrisSundberg,Vice-,DesMoinesWaterWorks,DesMoines,,pany,Weed,,SanDiegoCountyWaterAuthority,SanDiego,,FortWorthWaterDepartment,FortWorth,,BureauofReclamation,Denver,,mission,Laurel,,LosAngelesWater&Power,LosAngeles,,Consultant,ClintonTownship,,BrunzellAssociatesLtd.,Skokie,,*,,,JonesEdmunds&Associates,Gainesville,,tFlemingInc.,NewportNews,,*StandardsEngineerLiaison,AWWA,Denver,,FreeseandNicholsInc.,FortWorth,,HDREngineeringInc.,Austin,,MontgomeryWatson,WalnutCreek,,,?BoyleEngineeringCorporation,NewportBeach,Calif.*Liaison,nonvotingtAlternate111...workingpermittedwithoutlicensefromIHS:..,Consultant,HuntingtonBeach,,ParsonsBrinckerhoff,Boston,,BoyleEngineeringCorporation,NewportBeach,,CHBMHill,Bellevue,,Simpson,Gumpertz&HegerInc.,Arlington,,HansonConcreteProductsInc.,Dallas,,AmeronConcrete&SteelPipe,RanchoCucamonga,,HypresconInc.,,,LafargePressurePipe,Stouffville,,ICHSA,SantaClara,,CretexPressurePipeInc.,SouthBeloit,,VianiniPipeInc.,Somerville,,*VianiniPipeInc.,Sommerville,,AmericanConcretePressurePipeAssociation,Reston,,pany,Dayton,Ohio--``,``-`-`,,`,,`,`,,`---*Alternate标准分享网workingpermittedwithoutlicensefromIHS:..~~-~~~STD=AWWAC30V-..........................................ixandInternalPressures................................................................-TestPressures.........................................................................xiiAcceptance................................................................................................xiii4MomentsandThrusts...IIIUseofThisStandard........................x111Notation........................................................................10Alternatives....................................xiiiMomentsandThrusts...........................thePipeManufacturer,...................................................................................12IVMajorRevisions.............................................................................xivStandard................................................................................................................................................................................................................................................................................................................................................................................................................4LayerofPrestressing...................................................................(SI)Equivalents........................4LayersofPrestressing....................................................................................................................................................5BuriedPipe............................................................................................-RelaxationFactor......................................................6CriteriaforLimit-State73LoadandInternal-................................................................................................-StatesDesign...........................--StatesDesign.................................................7DesignCriteria................................-StatesDesignLoadsandPressures.........................7Criteria...........................................-StatesDesign--``,``-`-`,,`,,`,`,,`---Pressures............................................7Criteria.............................................30VworkingpermittedwithoutlicensefromIHS:..-...............................................................................-StatesDesignProcedures........34oftheStandard...........................................................................................36oftheStandard........................................................................................................37oftheStandard................................................................73LimitStates.......................................................37oftheStandard................................-StatesCriteria.............................................38BReferences........................................789DesignSelectionTablesCPipe-DesignExampleDesignExample1...................................................................................................................................53DesignExample3......................................-..................54Areas................................................-WireAppendixesAreaBasedonMinimumWireSpacing...................................-............................................................................83oftheStandard................................-.......83oftheStandard.................................................................................83oftheStandard................................,Shrinkage,........................................84oftheStandard......................................................................................................85oftheStandard....................................................-WireoftheStandard............................................................................................................................................................