{"title":"板梁","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":"{\"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}","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}
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.
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