BS EN 131162024.docx
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1、Curtainwa1.1.ingResistancetowind1.oadPerformancerequirementsbsi.BSEN13116:2024BREsHSTANDARDNationa1.forewordThisBritishStandardistheUKimp1.ementationofEN13116:2024.ItsupersedesBSEN13116:2001,whichiswithdrawn.TheUKparticipationinitspreparationwasentrustedtoTechnica1.CommitteeB/538/6,Curtainwa1.1.ing.
2、A?IjaVofOrganizfttom)ttfcprOTenngfonthiscommitteecanbeobtainedon-49Contractua1.and1.ega1.considerationsThispub1.icationhasbeenpreparedingoodfaith,howevernoimp1.ied)bemade,andnoUndcrtakingiiabi1.ityisW四国岫监加WrtW陶W视四网36P网相照战陶IbCreasonab1.enessofthispubfication.1.1.andanysuchresponsibi1.ityandFiiM1.ityb
3、iiexpOffeayrtjw1.iefhedtoahdf1.ttens11btedbythe1.aw.recipientsownrisk.Thetoitsisofthisconsiderrspectrecipientuseadviscdi)ubjication.scekingprpfcssiana1.guidancewithhrspun1.cafjonISnotnrenecoconstituteacontract.Usenrare和nHhk如61树ctentw0晔mitaD24Pub1.ishedbyBSIStandards1.imited2024y.三212068Comp1.iancewi
4、thaBritishStandardcannotconferimmunityfrom1.ega1.ob1.igations.ThisBritishStandardwaspub1.ishedundertheauthorityoftheStandardsPo1.icyandStrategjfCommitteeon29February2024.Anendmentscorrigendaissuedsincepub1.icationEuropAiSCHENORMFebrUary2024SUPerSedeSaEng1.ishVersionFaCadcSridcauxResistanceauvent-Exi
5、gencesdeVorhangfassadcnWidcrstandgcgenWind1.ast-ThisEuropeanStandardwasapprovedbyCENon24December2023.EuropeanStandardthestatusofanationa1.SuIndNrdwithout;inya1.teration.Up-to-date1.istsandbib1.i11phtca1.referencesThisEuropeanStandardexistsinthreeofficia1.versions(Eng1.ish.French,German),Aversioninan
6、yOthcr1.anguagcmadebyCENmembersarcthenationa1.standardsbodiesofAustria.Be1.gium,Bu1.garia,Croatia,Cyprus,CzechRepub1.ic,DenmarkEstonia,UnitedKingdom.EUROPEANMMIEEFORSTANDARDIZATIONCEN*CENE1.ECManagementCentre:RuedeIaScience23.B-1040Brusse1.sG2024CENA1.1.rightsofexp1.oitationmanyformandbyan)meansrese
7、rvedBS站蚂曲型效4EUROPEANSTANDARDNormeeuropeenne91.060.10Curtainwa1.1.ing-Resistancetowind1.oad-Performancerequirementsperformances1.cistuninfonicrungenCENmem1.ersareboundtocomp1.ywiththeCEN/CENE1.ECInterna1.Regu1.ationswhichstipu1.atetheconditionsforgivingthisconcerningsuchnationa1.standardsmaybeobtaine
8、donapp1.ica11ontotheCENCENE1.ECManagementCentreortoanyCENmember.trans1.ationundertheresponsibi1.ityofaCENmemberintoitsownIanguageandnotifiedtotheCENCENE1.ECManagementCentnehasthesamestatusastheofficia1.versions.Fin1.andFrance,Germany,Greece,Hungary,Ice1.and,Ire1.and,Ita1.y,1.atvia,1.ithuania,1.uxemb
9、ourg,Ma1.ta.Nether1.ands,Norway.Po1.and.Portuga1.Repub1.icofNorthMacedonia,Romania.Serbia,S1.ovakia.S1.ovcnia,Spain.Sweden,Switzer1.and,TiiriciycandCoMrTEE1.1.ROFtENDEM)RMIMjMrHNCuropaischcskomhesformrmungwor1.dwideforCENat1.ru1.Members.PageContentsEuropeanforeword.1Scope42NOrn1.atiVCIaefCrenCeS4344
10、54.154.2Performanceunderdesignwind1.oad/serviceabi1.ity1.imitstate)543PerfnrmnnrpI1.nderincrp11pciwindInnd(Ii1.timnfp1.imitqfAte】55V1.IKJIIBI,:Thetestpressureisexpressedinpasca1.s(Pa).3.2positivestaticpressurewhenouterfaceissubjectedtohigherpressurethaninnerface3.3negativestaticpressurewheninnerface
11、issubjectedtohigherpressurethanouterface3.4designwind1.oad1.oadrepresentedinthistestwithpositiveandnegativetestpressuresonthetestspecimenNote1coenty:Thedesignwind1.oadisca1.cu1.atedfo1.1.owingtheprocedurespecifiedwithinEurocodeEN19914.4,3.5increasedwind1.oad(safetywind1.oad)1,5timesdesignwind1.oadNo
12、te1toentry:Theincreasedwind1.oadexpressedinpasca1.s.1.6residua1.deformationchangeinshapeordimensionwhichdoesnotdisappearwhenthetestpressureisremoved1.7fronta1.disp1.acementmovementofapointonamembermeasurednorma1.tothemember1.8fronta1.def1.ectionmaximumfronta1.disp1.acementofamember,minusha1.fthesumo
13、fthefronta1.disp1.acementateachendofthemember4 Requirements4.1 Genera1.Thecurtainwa1.1.ingsha1.1.safe1.ytransmitthedesignwind1.oadviathepointsofsupportbacktothebui1.dingstructure.Thecurtainwa1.1.ingsha1.1.hecapab1.eofaccommodatingthedesignwind1.oadwithoutanyreductioninthe明2B回恰刊的融Wh*de噌HV例UXftf牌出呢6Hi
14、b旃秘蜿te)Thefronta1.de11ection,underpositiveandnegativedesignWind1.oads,themaximumfronta1.def1.ection(d)ofthecurtainWa1.Hngsframingmemberssha1.1.notexceedthefo1.1.owing1.imits:-d1.200.if1.3000mm;d5mm/,/300,if3000mm1.7500mmwhenmeasuredbetweenthepointsofsupportoranchoragetothebui1.dingsstructure().After
15、1.oadingtothepeaktestpressureandun1.oading,residua1.deformationtoframememberssha1.1.nowherebemorethan5%ofthemaximummeasureddeformationor1,0mm.whicheverisgreater,withonehourbeinga1.1.owedforrecovery。Disp1.acementofframingmembersatpointsofsupportsha1.1.beminimisedandsha1.1.be1.essthan2mmtakenasthediff
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- BS EN 131162024
