Hi everyone. I was calculating a joint in RAM Connection, and notice that, from my POV, is a mistake in definition of a and h values for calculation of kv. In this picture you can see a beam seated on a column, with following dimensions: …

I am using RAM Connection V 13.01.00.76 In moment connections [bolted (DG16/DG4) or welded], RAM connection checks Panel web shear for Axial Load. Panel Web shear shall be only checked for Moment acting on the Connection. Could someone tell me if…