https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/228324/ram-concrete-walls---coupling-beamsHello, I am currently working on a concrete building with the lateral load resisting system being composed of coupled shear walls. I have been using RAM SS Concrete to design the rebar so far. There are doorway openings in some of the walls and I willen-USTelligent Community 12https://communities.bentley.com/thread/706287?ContentTypeID=1Tue, 12 Apr 2022 18:05:44 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f1ff5182-9669-44d1-9e04-fe8de8161aebJon Ara<p>This seems to have been the issue. Thank you.</p><div style="clear:both;"></div>https://communities.bentley.com/thread/706260?ContentTypeID=1Tue, 12 Apr 2022 15:51:36 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:931a23fb-609c-4d95-a49c-8c0f00147683Seth Guthrie<p>When I have seen this in a the past it has invariably been a result of having a wall with some very slight mis-alignment. A segmented wall where the two segments are not exactly parallel, for example. The solution is to align the model in Modeler - ideally align them all to a grid intersection, and recheck. Regretfully, moving the walls this way requires the Wall Design Groups and section cuts to be recreated.&nbsp;</p><div style="clear:both;"></div>