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Recent content by Belcad
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Shear Tab Connection
I am a steel detailer. I have a question regarding shear tabs and eccentric loading. Here is the situation. I have a W12x50 girder beam, with a W8x18 on one side of the web, a W8x13 on the other. The EOR has called out a pl 1/4 x 6 x 8" shear tab connection w/ (2) 3/4" A325N, with...- Belcad
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- Replies: 4
- Forum: Structural engineering general discussion
