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 moment due to the eccentricity of these vertical loads. I've tried removing the eccentricity, applying concentrated loads, and distributed loads, and still the output for axial demand = 0. It seems that self-weight DL is the only vertical load being applied. Has anyone else run into this issue?
(V15.00.00.18 of RAM Elements)