https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243489/ram-frame-dynamic-load-case-asce-7-response-spectra-results-not-adding-upI have a structure with a masonry level on top of 2 levels of cast in place concrete. I have created ELF, ASCE 7-16 response spectra, and Eigen Value load cases and scaled the response spectra per ASCE 7-16. I am finding that when I look at the buildingen-USTelligent Community 12https://communities.bentley.com/thread/759666?ContentTypeID=1Wed, 29 Mar 2023 14:40:46 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8fdd8c9e-35aa-479d-9be3-a560b2e116f8Seth Guthrie<p>Check this post for some details on the dynamic calculations for story shear: <a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4029/ram-frame---dynamic-analysis-faq">RAM Frame - Dynamic Analysis FAQ</a></p><div style="clear:both;"></div>