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Development of generalised design procedures for steel extended shear tab connections

Development of generalised design procedures for steel extended shear tab connections
钢加长剪切板连接通用设计程序的开发
批准号：
445775-2012
负责人：
Driver, Robert
金额：
$1.3万
依托单位：
University of Alberta
依托单位国家：
加拿大
项目类别：
Collaborative Research and Development Grants
财政年份：
2013
资助国家：
加拿大
项目状态：
已结题
起止时间：
2013-01-01 至 2014-12-31
来源：
https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=535993
关键词：
Developmentgeneraliseddesignproceduressteel

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英文摘要
Shear tabs are one of the most common shear connections used in conventional steel-frame construction due to their simplicity and relatively low cost. A significant amount of research has been done on standard shear tabs, where the connection eccentricity is small and the shear tab is affixed to a relatively rigid support such as a column flange. As such, design methods for standard shear tabs are well-established and they are used routinely in steel structures. However, far less information is available for the design of extended shear tabs, which are desirable for cases where joints can be simplified by extending the plate to keep the bolted connection region clear of any impediments to clean joint configurations and simple erection techniques.
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