Chad Simms's Communities Activitieshttps://communities.bentley.com/members/e74cc0db_2d00_8fb9_2d00_46f9_2d00_b4e5_2d00_9ec3bc2f48a6Recent activity for people in Chad Simms's communityen-USTelligent Community 12RAM Concept - Strength Design Reinforcement showing all 0&#39;shttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/244902/ram-concept---strength-design-reinforcement-showing-all-0-sThu, 04 May 2023 18:52:16 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5b411fb3-14cd-4e87-b09c-08e8e16c82a3Chad Simms<p>After revising a previously working model to add point loads, RAM Concept no longer shows required reinforcing anywhere in the slab. While troubleshooting, I compared design strip moment/shear demands to the<img class="align-right" style="float:right;max-height:175px;max-width:320px;" alt=" " src="/resized-image/__size/640x350/__key/communityserver-discussions-components-files/5932/Top-Reinforcement.PNG" data-uw-rm-ima="un" /> original model and found them to be similar as expected leading me to believe the analysis is still being run. Does anyone know how to fix this issue? I&#39;ve included images of design strip moments for a Factored LC and Strength Design: Top Reinforcement Plan to show the issue.<img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/Design-Strip-Moments.PNG" alt=" " /></p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Thu, 04 May 2023 07:35:59 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d3e3c554-31b4-4ed8-b86e-9e0948773307Ask a question in a forum.