Jared Warren's Activitieshttps://communities.bentley.com/members/2e023ebd_2d00_a1d3_2d00_4ea5_2d00_9a44_2d00_4edde4f13fa1Jared Warren's recent activityen-USTelligent Community 12RAM Concrete Beam Design - Design Warning for Flexural Reinforcementhttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243345/ram-concrete-beam-design---design-warning-for-flexural-reinforcementFri, 24 Mar 2023 14:32:11 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:86e5f667-30ad-4bc7-83cb-f371149cb912Jared Warren<p>I have an 8&quot;x16&quot; concrete beam and in the end span of a multi-span condition, it says the bottom flexural beam reinforcement fails code limit by 1 bar. I have 2-#5 bars currently for all spans and for every other span, this is adequate and meets all code and design criteria. This error does not go away even if I add bottom bars to this span. The Design Warning message also does not even give a code section reference.<br /><br />Is there a workaround for this, or is this something that should be able to be ignored?</p> <p>RAMSS version 17.04.3.05</p> <p>Code used: ACI 318-14</p> <p><img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1679668336530v1.png" alt=" " /></p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Fri, 24 Mar 2023 03:03:00 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5d4e139f-eecb-433c-888a-0378d9e812d1Ask a question in a forum.