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...