CSA S6-2019 Canadian Highway Bridge Design Code.pdf
- 文档编号:18941394
- 上传时间:2024-03-23
- 格式:PDF
- 页数:894
- 大小:9.39MB
CSA S6-2019 Canadian Highway Bridge Design Code.pdf
《CSA S6-2019 Canadian Highway Bridge Design Code.pdf》由会员分享,可在线阅读,更多相关《CSA S6-2019 Canadian Highway Bridge Design Code.pdf(894页珍藏版)》请在冰点文库上搜索。
S6-14CanadianHighwayBridgeDesignCodeReprintedJuly2017.ThisreprintisbeingissuedtoincorporateUpdateNo.1(April2016)andUpdateNo.2(July2017)intotheoriginal2014Code.LegalNoticeforStandardsCanadianStandardsAssociation(operatingas“CSAGroup”)developsstandardsthroughaconsensusstandardsdevelopmentprocessapprovedbytheStandardsCouncilofCanada.Thisprocessbringstogethervolunteersrepresentingvariedviewpointsandintereststoachieveconsensusanddevelopastandard.AlthoughCSAGroupadministerstheprocessandestablishesrulestopromotefairnessinachievingconsensus,itdoesnotindependentlytest,evaluate,orverifythecontentofstandards.DisclaimerandexclusionofliabilityThisdocumentisprovidedwithoutanyrepresentations,warranties,orconditionsofanykind,expressorimplied,including,withoutlimitation,impliedwarrantiesorconditionsconcerningthisdocumentsfitnessforaparticularpurposeoruse,itsmerchantability,oritsnon-infringementofanythirdpartysintellectualpropertyrights.CSAGroupdoesnotwarranttheaccuracy,completeness,orcurrencyofanyoftheinformationpublishedinthisdocument.CSAGroupmakesnorepresentationsorwarrantiesregardingthisdocumentscompliancewithanyapplicablestatute,rule,orregulation.INNOEVENTSHALLCSAGROUP,ITSVOLUNTEERS,MEMBERS,SUBSIDIARIES,ORAFFILIATEDCOMPANIES,ORTHEIREMPLOYEES,DIRECTORS,OROFFICERS,BELIABLEFORANYDIRECT,INDIRECT,ORINCIDENTALDAMAGES,INJURY,LOSS,COSTS,OREXPENSES,HOWSOEVERCAUSED,INCLUDINGBUTNOTLIMITEDTOSPECIALORCONSEQUENTIALDAMAGES,LOSTREVENUE,BUSINESSINTERRUPTION,LOSTORDAMAGEDDATA,ORANYOTHERCOMMERCIALORECONOMICLOSS,WHETHERBASEDINCONTRACT,TORT(INCLUDINGNEGLIGENCE),ORANYOTHERTHEORYOFLIABILITY,ARISINGOUTOFORRESULTINGFROMACCESSTOORPOSSESSIONORUSEOFTHISDOCUMENT,EVENIFCSAGROUPHASBEENADVISEDOFTHEPOSSIBILITYOFSUCHDAMAGES,INJURY,LOSS,COSTS,OREXPENSES.Inpublishingandmakingthisdocumentavailable,CSAGroupisnotundertakingtorenderprofessionalorotherservicesfororonbehalfofanypersonorentityortoperformanydutyowedbyanypersonorentitytoanotherpersonorentity.Theinformationinthisdocumentisdirectedtothosewhohavetheappropriatedegreeofexperiencetouseandapplyitscontents,andCSAGroupacceptsnoresponsibilitywhatsoeverarisinginanywayfromanyandalluseoforrelianceontheinformationcontainedinthisdocument.CSAGroupisaprivatenot-for-profitcompanythatpublishesvoluntarystandardsandrelateddocuments.CSAGrouphasnopower,nordoesitundertake,toenforcecompliancewiththecontentsofthestandardsorotherdocumentsitpublishes.IntellectualpropertyrightsandownershipAsbetweenCSAGroupandtheusersofthisdocument(whetheritbeinprintedorelectronicform),CSAGroupistheowner,ortheauthorizedlicensee,ofallworkscontainedhereinthatareprotectedbycopyright,alltrade-marks(exceptasotherwisenotedtothecontrary),andallinventionsandtradesecretsthatmaybecontainedinthisdocument,whetherornotsuchinventionsandtradesecretsareprotectedbypatentsandapplicationsforpatents.Withoutlimitation,theunauthorizeduse,modification,copying,ordisclosureofthisdocumentmayviolatelawsthatprotectCSAGroupsand/orothersintellectualpropertyandmaygiverisetoarightinCSAGroupand/orotherstoseeklegalredressforsuchuse,modification,copying,ordisclosure.Totheextentpermittedbylicenceorbylaw,CSAGroupreservesallintellectualpropertyrightsinthisdocument.PatentrightsAttentionisdrawntothepossibilitythatsomeoftheelementsofthisstandardmaybethesubjectofpatentrights.CSAGroupshallnotbeheldresponsibleforidentifyinganyorallsuchpatentrights.Usersofthisstandardareexpresslyadvisedthatdeterminationofthevalidityofanysuchpatentrightsisentirelytheirownresponsibility.AuthorizeduseofthisdocumentThisdocumentisbeingprovidedbyCSAGroupforinformationalandnon-commercialuseonly.Theuserofthisdocumentisauthorizedtodoonlythefollowing:
Ifthisdocumentisinelectronicform:
?
LimitedcopiesofthisdocumentinprintorpaperformmaybedistributedonlytopersonswhoareauthorizedbyCSAGrouptohavesuchcopies,andonlyifthisLegalNoticeappearsoneachsuchcopy.Inaddition,usersmaynotandmaynotpermitothersto?
IfyoudonotagreewithanyofthetermsandconditionscontainedinthisLegalNotice,youmaynotloadorusethisdocumentormakeanycopiesofthecontentshereof,andifyoudomakesuchcopies,youarerequiredtodestroythemimmediately.UseofthisdocumentconstitutesyouracceptanceofthetermsandconditionsofthisLegalNotice.StandardsUpdateServiceS6-14ReprintedJuly2017Title:
CanadianHighwayBridgeDesignCodePagination:
875pages(livpreliminaryand831text)Revisionsissued:
UpdateNo.1April2016UpdateNo.2July2017Toregisterfore-mailnotificationaboutanyupdatestothispublicationgotoshop.csa.caclickonCSAUpdateServiceTheListIDthatyouwillneedtoregisterforupdatestothispublicationis2422783.Ifyourequireassistance,pleasee-mailtechsupportcsagroup.orgorcall416-747-2233.VisitCSAGroupspolicyonprivacyatcsagroup.org/legaltofindouthowweprotectyourpersonalinformation.TMAtrade-markoftheCanadianStandardsAssociation,operatingas“CSAGroup”PublishedinDecember2014byCSAGroupAnot-for-profitprivatesectororganization5060SpectrumWay,Suite100,Mississauga,Ontario,CanadaL4W5N61-800-463-6727416-747-4044VisitourOnlineStoreatshop.csa.caS6-14CanadianHighwayBridgeDesignCodePreparedbyISBN978-1-77139-412-32014CSAGroup.ReprintedwithrevisionsJuly2017.Allrightsreserved.Nopartofthispublicationmaybereproducedinanyformwhatsoeverwithoutthepriorpermissionofthepublisher.Topurchasestandardsandrelatedpublications,visitourOnlineStoreatshop.csa.caorcalltoll-free1-800-463-6727or416-747-4044.December2014iiiContents2014CSAGroupCanadianHighwayBridgeDesignCodeTechnicalCommitteeontheCanadianHighwayBridgeDesignCodexxviiiSubcommitteeonSection1GeneralxxxiSubcommitteeonSection2DurabilityxxxiiSubcommitteeonSection3LoadsxxxiiiSubcommitteeonSection4SeismicdesignxxxivSubcommitteeonSection5MethodsofanalysisxxxvSubcommitteeonSection6FoundationsandgeotechnicalfoundationsxxxviSubcommitteeonSection7BuriedstructuresxxxviiSubcommitteeonSection8ConcretestructuresxxxviiiSubcommitteeonSection9WoodstructuresxxxixSubcommitteeonSection10SteelstructuresxlSubcommitteeonSection11JointsandbearingsxliSubcommitteeonSection12BarriersandhighwayaccessorysupportsxliiSubcommitteeonSection13MovablebridgesxliiiSubcommitteeonSection14EvaluationxlivSubcommitteeonSection15RehabilitationandrepairxlvSubcommitteeonSection16Fibre-reinforcedstructuresxlviSubcommitteeonSection17AluminumstructuresxlviiCodeCalibrationTaskForcexlviiiFrenchTranslationTaskForcexlixRegulatoryAuthorityCommitteelPrefaceliForewordlivSectionGeneral11.1Scope11.1.1ScopeofCode11.1.2ScopeofthisSection11.1.3Terminology1S6-142014CSAGroupivDecember20141.2Referencepublications11.3Definitions131.3.1General131.3.2Generaladministrativedefinitions131.3.3Generaltechnicaldefinitions131.3.4Hydraulicdefinitions181.4Generalrequirements191.4.1Approval191.4.2Design201.4.3Evaluationandrehabilitationofexistingbridges211.4.4Construction211.5Geometry221.5.1Planning221.5.2Structuregeometry231.6Barriers231.6.1Superstructurebarriers231.6.2Roadsidesubstructurebarriers231.6.3Structureprotectioninwaterways241.6.4Structureprotectionatrailways241.7Auxiliarycomponents241.7.1Expansionjointsandbearings241.7.2Approachslabs241.7.3Utilitiesonbridges241.8Durabilityandmaintenance251.8.1Durabilityandprotection251.8.2Bridgedeckdrainage251.8.3Maintenance261.9Hydraulicdesign281.9.1Designcriteria281.9.2Investigations281.9.3Locationandalignment291.9.4Estimationofscour291.9.5Protectionagainstscour301.9.6Backwater321.9.7Soffitelevation321.9.8Approachgradeelevation331.9.9Channelerosioncontrol331.9.10Streamstabilizationworksandrealignment341.9.11Culverts34Section2Durability372.1Scope372.2Definitions372.3Designfordurability372.3.1Designconcept372.3.2Durabilityrequirements372.3.3Structuralmaterials392.4Aluminum392.4.1Deteriorationmechanisms392.4.2Detailingfordurability392.5Polychloropreneandpolyisoprene392.6Polytetrafluoroethylene(PTFE)392.7Waterproofingmembranes402.8Backfillmaterial402014CSAGroupCanadianHighwayBridgeDesignCodeDecember2014v2.9Soilandrockanchors402.10Othermaterials40Section3Loads413.1Scope413.2Definitions413.3Abbreviationsandsymbols433.3.1Abbreviations433.3.2Symbols433.4Limitstatescriteria473.4.1General473.4.2Ultimatelimitstates473.4.3Fatiguelimitstate473.4.4Serviceabilitylimitstates473.5Loadfactorsandloadcombinations483.5.1General483.5.2Permanentloads503.5.3Transitoryloads513.5.4Exceptionalloads513.6Deadloads513.7Earthloadsandsecondaryprestressloads523.7.1Earthloads523.7.2Secondaryprestresseffects523.8Liveloads523.8.1General523.8.2Designlanes523.8.3Trafficloads533.8.4Application553.8.5Centrifugalforce573.8.6Brakingforce573.8.7Curbload583.8.8Barrierloads583.8.9Pedestrianload583.8.10Maintenanceaccessloads583.8.11Maintenancevehicleload593.8.12Multiple-usestructures593.9Superimposeddeformations593.9.1General593.9.2Movementsandloadeffects603.9.3Superstructuretypes603.9.4Temperatureeffects603.10Windloads623.10.1General623.10.2Designofthesuperstructure643.10.3Designofthesubstructure643.10.4Aeroelasticinstability653.10.5Windtunneltests663.11Waterloads663.11.1General663.11.2Staticpressure663.11.3Buoyancy663.11.4Streampressure663.11.5Waveaction673.11.6Scouraction673.11.7Debristo
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- CSA S6-2019 Canadian Highway Bridge Design Code S6 2019
链接地址:https://www.bingdoc.com/p-18941394.html