https://communities.bentley.com/members/afa25dbb_2d00_84db_2d00_4446_2d00_9a82_2d00_99920c34bf8eHabbier Lagmay's recent activityen-USTelligent Community 12https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/249258/beam-shear-detailing-failureTue, 22 Aug 2023 15:11:32 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c59009d3-cffb-4bd5-bfcd-41c12a90bc84John Paul Aragon<p>Image 1</p> <p><img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1692716765926v1.png" alt=" " /></p> <p>Image 2</p> <p><img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1692716786118v2.png" alt=" " /></p> <p></p> <p>I don&#39;t know why it continues to fail even though the manual computation of the area of steel reinforcement for shear is greater than in the failure diagnostics.</p> <p>Please help.</p> <p><a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/3426.rar">communities.bentley.com/.../3426.rar</a></p><div style="clear:both;"></div>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/238342/how-to-model-a-non-ductile-wall-over-a-beam-and-over-a-line-footingThu, 17 Nov 2022 00:30:34 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:42ff6865-5d36-4254-ae6a-2e326a462f35Habbier Lagmay<p>I want the stiffness of the concrete walls to contribute to the overall stiffness of the structure but I don&#39;t want it to resist moment so it can let the SMRF absorb it.</p> <p>The wall shall also be designed in RCDC.&nbsp;</p> <p></p> <p>Also, is it okay to set E of the wall to 30%, a wall cracked state to model it to be a non-ductile wall, to indirectly reduce the I?&nbsp;</p> <p></p> <p>Thank you.</p><div style="clear:both;"></div>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/239058/modelling-error-check-column-dimensions-and-clear-distance-at-sfaSat, 03 Dec 2022 04:18:05 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c9d7b7e5-9fe4-4a06-bb1a-d5c38cfcaa66Habbier Lagmay<p>Error at STAAD Foundation Advanced. Please help me identify the cause. Thank you.<br /><a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Tagaytay-Vacation-House_2D00_r9_5F00_Foundation_5F00_foundation.sfa">communities.bentley.com/.../Tagaytay-Vacation-House_2D00_r9_5F00_Foundation_5F00_foundation.sfa</a></p><div style="clear:both;"></div>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Wed, 16 Nov 2022 02:20:54 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:726bda22-b3a3-4f8a-a3ea-4f48277fca61Ask a question in a forum.https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/238318/sacd-rcdc-shows-wrong-column-ties-arrangementWed, 16 Nov 2022 02:20:10 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b51b9781-6b40-4534-a17b-2a62effca487Habbier Lagmay<p><img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/Screenshot-2022_2D00_11_2D00_16-101637.png" /><img alt=" " height="237" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/Screenshot-2022_2D00_11_2D00_16-101717.png" width="790" /></p> <p><a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Retaining-Wall_5F00_Rev-A_2D00_r0.STD">communities.bentley.com/.../Retaining-Wall_5F00_Rev-A_2D00_r0.STD</a></p><div style="clear:both;"></div>