https://communities.bentley.com/members/58bc37d4_2d00_c550_2d00_4f80_2d00_b64e_2d00_02211380796eRecent activity for people in Solstruct 002's communityen-USTelligent Community 12https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Wed, 28 Sep 2022 00:07:45 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7059b126-0b50-481b-9d7b-3981ef96b43cAsk a question in a forum.https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/236240/how-to-reduce-shear-force-for-shear-wall-sitting-on-semi-rigid-transfer-slabWed, 28 Sep 2022 10:37:56 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7095bf08-68c9-445b-8ac2-863300bbba52Solstruct 002<p>I analyze my model using ram structural system and design the shear wall using ram concrete but I found out that my shear wall located at transfer level have exceptionally high shear force.</p><div style="clear:both;"></div>