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Recent content by Louis Hub
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extended shear tabs
Good afternoon, I have a project where my connection engineer has specified extended shear tabs. He has used 3/4" thick shear tabs with 1/2" stiffener plates on the top side and the bottom side of the tab. The tab is connecting to the wideflange column web. The AISC manual says that the weld...- Louis Hub
- Thread
- Replies: 3
- Forum: Structural engineering general discussion
