https://communities.bentley.com/products/geotech-analysis/f/forum/242801/pseudo-static-analysisHi there 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 (soilsen-USTelligent Community 12https://communities.bentley.com/thread/757109?ContentTypeID=1Mon, 13 Mar 2023 03:50:05 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:723d6865-719d-49e4-8faa-751c62b53cfeHung Ho Manh<p>Hi Sang,<br />Yes, it is applied for whole model.<br />For water pressure in Pseudo static, you may also refer to this article below:<br /><a href="https://communities.bentley.com/products/geotech-analysis/w/wiki/45992/how-does-plaxis-deal-with-water-pressures-during-dynamic-calculations">communities.bentley.com/.../how-does-plaxis-deal-with-water-pressures-during-dynamic-calculations</a></p><div style="clear:both;"></div>