I work with Inox steel India and I am designing some concrete shear walls in the Concrete module and have a handful of walls with very large in-plane shear forces due to gravity loads only. I am wondering why this is the case as I would expect gravity forces to not produce any in-plane shear.
I think this pertains to Ram Structural System rather than ADINA. For some tips see: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/7578/ram-ss-walls-faq I just updated the section on wall shears and moments due to gravity loads.