资源描述：
《注册结构陷阱（）》由会员上传分享，免费在线阅读，更多相关内容在工程资料-天天文库。
1、注册结构陷阱()ThisarticleiscontributedbykakashicsThefollowingisthefinalsummaryofthe"MinesweeperCorps〃・1.concretestructure(1)theindependentsimplesupportedbeam,ifthereisuniformloadandconcentratedloadatthesametime,besuretochecktheproportionofshearattheabutment(75%)・Theformulafortheshea
2、rspanratiomaybeappliedwhencalculatingtheshearcapacity.(2)whencalculatingtheseismicinfluencecoefficientinseismiccalculation,itisnecessarytodistinguishthematerialofstructurefromconcrete,mixedstructureorsteelstructure・Thedampingratioisdifferent,andtheformulaappliedisdifferenttoo.
3、(3)thespanofcalculationforshearresistancecalculationandthecalculationspanofbendingcalculationmustnotbeconfused・(4)thetensilestrengthdesignvalueofthetensionmemberoftheaxialtensionandsmalleccentrictensionmembersisnotmorethan300MPa.(5)inthetorsionmember,thegeneralsheartorsionmemb
4、erhasthelimitedconditionofthereductionfactorofthetorsionalbearingcapacity,andpaysattentiontothevalue・(6)themosteasytoforgetabouttheseismicadjustmentcoefficient,itiseasytoforget!!!(1)whenloadiscombined,whenthedeadloadisfavorabletothebearingcapacityofthestructure,thepartialfacto
5、ris1;whentheliveloadisfavorabletothebearingcapacityofthestructure,thepartialfactoris0.(2)whencalculatingcolumnvolumeandstirrupratio,ifconcreteislowerthanC35,calculatebyC35・(3)seewhetherthedesignorthestandardvalueisgiveninthetitle・(4)thecalculationofcast-in-placereinforcedconcr
6、eteaxialcompressionandeccentriccompressionmembers,suchasthecrosssectionofthelongsideorthediameteroflessthan300mm,whileintheconcretestrengthdesignvalueshouldbemultipliedbythecoefficient0.8;whenthequalityofcomponents(suchasconcreteforming,crosssectionandaxissizeetc・)isguaranteed
7、,butnotaffectedbythisrestriction.(5)thestructuralreinforcementofthebeam,thelongitudinalsectionalreinforcementofeachsideofthebeam(excludingthebeam,thelowerforcesteelbarandtheverticalsteelbar)shallnotbelessthan0.1%ofthecross-sectionalareaoftheweb,andthespacingshallnotbegreaterth
8、anbhw(200mm)・Notetheareaoneachside!(6)whencalculatingthebeari
