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ID:23249887
大小:1.56 MB
页数:7页
时间:2018-11-06
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1、AppliedStructuralSteelDesign(4thEdition)byGeorgeF.SpiegelandGeorgeF.Limbrunner9-2OpenWebSteelJoists,K-SeriesThedesignoftheK-Seriesjoistchordisbasedonasteelminimumyieldstrengthof50,000psi.Thedesignofthewebmembersmaybebasedonasteelminimumyieldstrengthof36,000psior50,000psi.Anexampleofthestandarddesig
2、nationforK-Seriesjoistsis22K7.Thedepthofthisjoistis22in.Krepresentstheseries,andthenumber7denotestherelativesizeofthechordsofthejoist.Chordsizesaredesignatedbythenumbers3through12,thesizeincreasingwithincreasingnumber.Thechordandwebmembersmayvaryinshapeandmakeupfrommanufacturertomanufacturer,butthe
3、designandthecapacityofthejoistsmustconformtotheSJIspecificationsandtothestandardizedloadtables.TheK-Seriesstandardloadtableandtheeconomytable(whichisusedforselection)areapplicablewherethejoistsareinstalleduptoamaximumslopeof2in.perfoot.TheuseofopenwebsteeljoistsinanygivenapplicationmustbebasedonSJI
4、requirementsasfurnishedinitsstandardspecifications.TheserequirementsfortheK-Seriesjoistsaresummarizedasfollows:Inconstructionthatusesjoists,bridgingandbridginganchorsarerequiredfortheprimarypurposeoffurnishinglateralstabilityforthejoists,particularlyduringtheconstructionphase.Thebridgingspansbetwee
5、nandperpendiculartothesteeljoists.Itisrequiredthatoneendofalljoistsbeattachedtotheirsupportsbeforeallowingtheweightofanerectoronthejoists.Whenboltedconnectionsareused,theboltsmustbesnugtightened.Allbridgingmustbecompletelyinstalledandthejoistspermanentlyfastenedintoplacebeforetheapplicationofanycon
6、structionloads.Evenundertheweightofanerector,thejoistsmayexhibitsomedegreeoflateralinstabilityuntilthebridgingisinstalled.Thebridgingalsoservesthepurposeofholdingthesteeljoistsinpositionasshownontheplans.Theminimumnumberofrowsofbridgingisafunctionofthejoistchordsizeandspanlength.Atableisfurnishedin
7、thestandardspecificationsthatestablishestherequirednumberofrowsofbridging.Spacingofbridgingrowsshouldbeapproximatelyequal.TwopermissibletypesofbridgingmaybeobservedinFigure9-2.Horizontalbridging(Figure9-2a)
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