SANG LEE's Communities Activitieshttps://communities.bentley.com/members/b9fd83b2_2d00_ee17_2d00_4493_2d00_9174_2d00_d4b38500ceccRecent activity for people in SANG LEE's communityen-USTelligent Community 12Pseudo Static Analysishttps://communities.bentley.com/products/geotech-analysis/f/forum/242801/pseudo-static-analysisSun, 12 Mar 2023 22:42:21 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bb32a772-2a99-49a1-bfd4-5418e6bbb35aSANG LEE<p>Hi there&nbsp;</p> <p></p> <p>I have a question regarding the pseudo static analysis. As per the Plaxis&#39;s explanations below, it seems equivalent internal forces by the pseudo static analysis apply to the whole mesh. Does this mean that this applies to all elements (soils, plates, embedded beam and etc) that have weight in the model?&nbsp; &nbsp;</p> <p></p> <p><img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343671/pastedimage1678660762247v1.png" alt=" " /></p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Sun, 12 Mar 2023 02:04:43 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5c8f8852-aa73-463a-8b3b-19f4a33595f4Ask a question in a forum.