https://communities.bentley.com/members/d424a206_2d00_30ee_2d00_49b7_2d00_a21b_2d00_befd5f74fcf8Recent activity for people in Sankalpa Dharmadhikari's communityen-USTelligent Community 12https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Thu, 19 May 2022 02:20:19 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fbec2059-35ef-4d1d-9c51-258ed3e2ce34Ask a question in a forum.https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/230111/building-weight-for-seismic-calculation-in-ramThu, 19 May 2022 14:31:04 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:464c5087-5ed2-41da-bcbc-bd64a6770965Sankalpa Dharmadhikari<p>I have a concrete building with roof at different level acting as a rigid diaphragm. I am getting less building weight (7000kips) in RAM frame compared (10000 kips) to vertical reaction summary for dead load in RAM concrete analysis. II have hand calculated building weight and it&#39;s closer to vertical reaction summary from RAM concrete. Is there any way to find out what is being considered in building weight calculation or is there any way to find out breakdown. TIA!!!</p><div style="clear:both;"></div>