https://communities.bentley.com/members/23f33b7d_2d00_443d_2d00_42dd_2d00_9054_2d00_55644b3f8ffaJoselin Madueno's recent activityen-USTelligent Community 12https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/216019/staad-foundation-punching-shear---fail-mat-slab-designWed, 30 Jun 2021 10:43:33 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:63facc15-6b08-40e4-a3f8-0237e994997cJoselin Madueno<p><span>Hello,</span><br /><br /><span>I have exported the load cases from a STAAD model to a foundation model in a previous version CE.09.03.0014, then I have an update of the software to version V9.5.0.62. With the previous version I got the following values for punching shear checking. (Shear forces per meter)</span></p> <p><span><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1625049414983v2.png" alt=" " /></span></p> <p><span>Now, with the updated version&nbsp;V9.5.0.62, the same model fails for punching shear and the results are expressed in shear stresses. These values seem to be incorrect.&nbsp;</span></p> <p><span><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1625049513713v3.png" alt=" " /></span></p> <p><span>In both cases, there is no way to see the procedure how was punching shear checks done. Find below StaadFoundation file.</span></p> <p><span>.<a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Silo_5F00_Found.sfa">communities.bentley.com/.../Silo_5F00_Found.sfa</a></span></p> <p><span></span></p><div style="clear:both;"></div>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/186618/staadfoundation-advanced-v8-4-1-24-machine-foundationTue, 08 Oct 2019 08:20:23 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e3531ee3-7a2a-4b86-972b-69a65c662b9dJoselin Madueno<p>I am trying to design a machine foundation, but after including all parameters and clicking to analysis, I got the following ERROR message &quot;PLATE 249 HAS NO PROPERTY SPECIFIED. STOPPING ANALYSIS. How can this be solved?&nbsp;</p> <p><a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/P_2D00_315.sfa">communities.bentley.com/.../P_2D00_315.sfa</a></p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1570522797029v1.png" alt=" " /></p><div style="clear:both;"></div>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Tue, 08 Oct 2019 03:01:54 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:df005c47-4f71-495d-b24c-7b866e9204e4Ask a question in a forum.