Steel "punching shear" check
Steel "punching shear" check
(OP)
I have a moment frame of round columns (24" dia.) and W36 beams. I am welding a plate to the column at the top and bottom flanges of the beam and want to ensure the wall thickness of the column is adequate. Does anyone know of a reference for checking this local "punching shear" of the column wall?
RE: Steel "punching shear" check
RE: Steel "punching shear" check
RE: Steel "punching shear" check
I also submitted this question to AISC's Solution Center, and they referred me to Section 9.3.3 of the same specification. I concur with you that Section 8 is more appropriate. Thanks.