https://communities.bentley.com/members/f7a329cf_2d00_432d_2d00_41df_2d00_a488_2d00_27828f82b6a8Eriq Parsons's recent activityen-USTelligent Community 12https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Tue, 11 May 2021 02:25:17 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e47a0246-31c7-4a5e-8572-26dfba7cd120Ask a question in a forum.https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/213697/ram-beam-shear-reinforcement-output-in-slab-span-directionTue, 11 May 2021 04:29:17 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7ccf6cfa-efe4-4602-8eec-efaa14f088ecEriq Parsons<p>Hi,</p> <p></p> <p>I&#39;ve come across this particular issue a number of times but have never had RAM specify this much shear reinforcement before - see snapshots below. This is a one-way slab and band beam system so wouldn&#39;t be expecting shear ties in the beam like this. CS torsion design is set to wood-armer and CS design system is one-way slab. Any advice on this would be greatly appreciated and let me know if you need more information.&nbsp; &nbsp;</p> <p></p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1620707070195v1.png" alt=" " /><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1620707138763v2.png" alt=" " /></p> <p></p> <p>Thanks</p><div style="clear:both;"></div>