I'm working in the RAM Elements Concrete Wall Module, and have applied a variety of loads (vertical DL & LL, in-plane W, out-of-plane W). However, once analysis is run, the axial diagrams and report shows axial load = 0. It does account for the applied…

In RAM Elements is there a way to input a torsional load on a member? Or does the torsional load have to come from another member (such as a cantilever) with a load on it?

Hi Guys, Why are assigning both self weight and pressure loads on plates elements for building slab ?

warehouse.zip wind calculation also in that folder.... try to fix this probem guys