HYUNIL BAEK's Activitieshttps://communities.bentley.com/members/d9dbca14_2d00_4469_2d00_4c8c_2d00_9c16_2d00_ad50134c11c4HYUNIL BAEK's recent activityen-USTelligent Community 12Get Base Pressure Result in Result File or OpenSTAADhttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/237917/get-base-pressure-result-in-result-file-or-openstaadFri, 04 Nov 2022 07:16:57 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3fe8cba4-034c-4fba-9251-e56529eadaafHYUNIL BAEK<p>I am working on foundation design automizaiton using STAAD.pro</p> <p></p> <p>I can see base pressure in post processing mode, however, i don&#39;t find way to get the base pressure value in result file or openstaad function.</p> <p></p> <p>How can i get the base pressure value?</p><div style="clear:both;"></div>Difference between STAAD Pro. and Manual Calculation for Concrete column designhttps://communities.bentley.com/products/ram-staad/f/ram-staad-forum/226948/difference-between-staad-pro-and-manual-calculation-for-concrete-column-designSat, 12 Mar 2022 08:17:38 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3892ba26-ac9a-4f84-a267-3e6127062531HYUNIL BAEK<p>I design a very simple column to verify the concrete column design using ACI-08.</p> <p></p> <p>Column Size : 250 mm x 250 mm</p> <p>Bar arrangement : 4-D20, (D12 @ 250 mm for tie)</p> <p></p> <p>However, P-bal and M-bal in Analysis output are not same with manual calculation.</p> <p></p> <p>Please help me to verify below design result.</p> <p></p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1647073115677v2.png" alt=" " /></p> <p></p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1647072865154v1.png" alt=" " /></p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Sat, 12 Mar 2022 08:19:20 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:66d1c4aa-9c6e-4dad-9a33-656fe6bece0bAsk a question in a forum.