Andrew Snyder's Activitieshttps://communities.bentley.com/members/f796fe3a_2d00_a40c_2d00_4c48_2d00_86f7_2d00_8bc1f3f67005Andrew Snyder's recent activityen-USTelligent Community 12RAM Structural System - Beam Moment Discrepancy Between Results and Diagramshttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/244899/ram-structural-system---beam-moment-discrepancy-between-results-and-diagramsThu, 04 May 2023 17:55:33 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8f8b895c-38d9-4453-9b09-834690b2f704Andrew Snyder<p>Hey all, I have a question about the view diagrams tab in RAM Structural System&#39;s &quot;Steel Beam / Joist Module&quot;. If I go to View Update and select a beam, the moment listed under &quot;View Results&quot; for the 1.4DL case is given as 114.3 kip-ft&nbsp;<img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1683222642019v2.jpeg" alt=" " />, but if I go to &quot;View Diagrams&quot; and select the 1.4DL case the maximum moment is given as 166.7 kip-ft&nbsp;&nbsp;<img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1683222805405v3.jpeg" alt=" " />. Strangely both View Results and View Diagrams agree the max moment for the 1.2DL + 1.6LL case is 336.2 kip-ft. Does anyone know what&#39;s causing the discrepancy for the 1.4DL case and which value is correct? Thanks!</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.