{"title":"The diagonal cracking strength of prestressed I — beams with unreinforced webs","authors":"P. Bhatt","doi":"10.1016/0007-3628(74)90031-0","DOIUrl":null,"url":null,"abstract":"<div><p>An approximate elastic analysis, which includes the effect of concentrated loads and reactions is used to predict theoretically the web cracking load of prestressed I beams without web reinforcement. The theoretical results are compared with nearly 200 test results.</p></div>","PeriodicalId":9442,"journal":{"name":"Building Science","volume":"9 4","pages":"Pages 315-323"},"PeriodicalIF":0.0000,"publicationDate":"1974-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0007-3628(74)90031-0","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Building Science","FirstCategoryId":"1087","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/0007362874900310","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
An approximate elastic analysis, which includes the effect of concentrated loads and reactions is used to predict theoretically the web cracking load of prestressed I beams without web reinforcement. The theoretical results are compared with nearly 200 test results.
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
