Design for Shear University of Alabama（设计剪切阿拉巴马大学）.pdfVIP

下载本文档

16
0
约1.83万字
约 7页
2017-09-02 发布于浙江
举报
版权申诉

Design for Shear University of Alabama（设计剪切阿拉巴马大学）.pdf

1、有哪些信誉好的足球投注网站（book118）网站文档一经付费（服务费），不意味着购买了该文档的版权，仅供个人/单位学习、研究之用，不得用于商业用途，未经授权，严禁复制、发行、汇编、翻译或者网络传播等，侵权必究。。
2、本站所有内容均由合作方或网友上传，本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺！文档内容仅供研究参考，付费前请自行鉴别。如您付费，意味着您自己接受本站规则且自行承担风险，本站不退款、不进行额外附加服务；查看《如何避免下载的几个坑》。如果您已付费下载过本站文档，您可以点击这里二次下载。
3、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等，请点击“版权申诉”（推荐），也可以打举报电话：400-050-0827(电话支持时间：9:00-18:30)。
4、该文档为VIP文档，如果想要下载，成为VIP会员后，下载免费。
5、成为VIP后，下载本文档将扣除1次下载权益。下载后，不支持退款、换文档。如有疑问请联系我们。
6、成为VIP后，您将拥有八大权益，权益包括：VIP文档下载权益、阅读免打扰、文档格式转换、高级专利检索、专属身份标志、高级客服、多端互通、版权登记。
7、VIP文档为合作方或网友上传，每下载1次，网站将根据用户上传文档的质量评分、类型等，对文档贡献者给予高额补贴、流量扶持。如果你也想贡献VIP文档。上传文档

Design for Shear University of Alabama（设计剪切阿拉巴马大学）

CE 433, Fall 2006 Design of Beams for Shear 1 / 7 Another principal failure mode of reinforced concrete components, after flexure, is shear. Flexure cracks form where the flexural tension stresses are greatest, for example at the bottom of the midspan segment of a simply supported beam. Cracks due to shear forces form where the tension stresses due to shear are greatest, for example near the supports of a simply supported beam. Diagonal Tension cracks Flexure cracks shear strength in compression zone vertical component of aggregate interlock shear reinforcement dowel action of flexural reinforcement The basic design equation for shear says that the reduced nominal shear capacity must be greater than the factored shear force. φ V V (11-1) n u The strength reduction factor for shear = 0.75 (9.3.2.3) Shear Strength of ”Concrete. The nominal shear strength (V ) is composed of the sum of n the nominal shear strength provided by concrete (V ) and the nominal shear strength c provided by shear reinforcement (Vs). The ultimate nominal shear strength provided by concrete (Vc) is actually provided by several mechanisms, illustrated in the figure above, including: • shear strength of concrete in compression zone, • the vertical component of aggregate interlock, and • dowel action of the flexural reinforcement. The ACI code provides two equations for calculating Vc but we will only use one. This is wha