Zuhair Ali's Communities Activitieshttps://communities.bentley.com/members/2752e99e_2d00_be63_2d00_4b5c_2d00_9dff_2d00_fd562f1798c3Recent activity for people in Zuhair Ali's communityen-USTelligent Community 12Huge support reactions for support of shearwall (modeled using parametric)https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/217785/huge-support-reactions-for-support-of-shearwall-modeled-using-parametricFri, 06 Aug 2021 11:24:49 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:83861b88-e436-487a-bb3d-775bd7d2531dZuhair Ali<p>Why do I keep having very big reactions for the support of modeled shearwall? When i modeled my structure, the reactions was around 1900Kn but when I incorporate a shear wall (which is modeled using parametric) it shows very large reactions which is 7000Kn. Can someone help me? Is this true for all cases that it has very large reactions? Or is there something wrong with my model?</p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Fri, 06 Aug 2021 02:13:51 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b552913a-664b-4972-8dfe-030c0b1f7207Ask a question in a forum.