{"title":"Plate girders","authors":"","doi":"10.1201/9781315275291-7","DOIUrl":null,"url":null,"abstract":"built-up plate design challenges slenderness that when working with rolled in two-part webinar will focus on designing built- up plate girders for bending moments. We'll plate girders with noncompact slender webs and doubly and singly symmetric cross-sections. The how AISC Specification accounts for local buckling reduction factors determined and lateral-torsional buckling.","PeriodicalId":137498,"journal":{"name":"Structural Steelwork","volume":"34 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-10-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structural Steelwork","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1201/9781315275291-7","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
built-up plate design challenges slenderness that when working with rolled in two-part webinar will focus on designing built- up plate girders for bending moments. We'll plate girders with noncompact slender webs and doubly and singly symmetric cross-sections. The how AISC Specification accounts for local buckling reduction factors determined and lateral-torsional buckling.