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Skip to Search Results- 2Extended Shear Tab
- 1Axial Load
- 1Combined Load
- 1Design Recommendations
- 1Double-coped Beam
- 1Experimental Tests
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Spring 2014
Current design procedures for extended shear tab connections tend to be conservative and often do not include considerations for axial load. To address these problems, an investigation into the behaviour of extended shear tabs was completed by testing 23 full-scale specimens. Both unstiffened and...
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Spring 2016
Steel cantilever plate connection elements are rectangular steel plates that are distinguished from other connection plates by their two opposite unrestrained edges. The increased length of cantilever plate connection elements in some connection configurations raises concern regarding the...