STAAD Pro outputs plate corner forces in the units lb-in/in or kip-ft/ft, basically moment per unit length in the local coordinate system of the plate elements. So, do I need to multiply the Mx and My at the corners by the plate dimensions parallel to…

Hi, I'm modeling a structure that consists of a series of concrete columns spreaded on the perimeter of a rectangular shape building, and attached to a channel concrete caps that running on top of perimeter columns, then the channel beam is connected…