I am having trouble understanding wall reactions (using Concept as rigid diaphragm distributing seismic loads to walls). The attached document discusses wall reactions from the
east direction seismic loading as well as a load combination that includes east direction seismic loading.
Thank-you.PDF
I see that I need to look at these numbers as wall "reactions" rather than wall "forces" and it makes sense from that viewpoint. Thank-you for looking at the model.