https://communities.bentley.com/products/geotech-analysis/f/forum/242475/is-it-possible-to-use-point-load-in-the-dynamic-analysis-in-plaxis-2di want to analysed the point load in case of dynamic analysis . is it possible to use point load in dynamic analysis? if yes , please tell me all parameters required for this analysis. thankl youen-USTelligent Community 12https://communities.bentley.com/thread/756124?ContentTypeID=1Mon, 06 Mar 2023 14:49:28 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:98e5692c-f896-45c3-8ed9-ee75046907daStefanos Papavasileiou<p>Hello Shailja,</p> <p>Yes, the point load feature already includes a static and a dynamic component. You can read this in more detail in our Reference manual.</p> <p><img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/343671/pastedimage1678114132554v1.png" alt=" " /></p> <p>An example when using a line load is the following:&nbsp;<a href="https://communities.bentley.com/products/geotech-analysis/w/wiki/45567/plaxis-2d-tutorial-15-pile-driving">PLAXIS 2D Tutorial 15: Pile driving</a>&nbsp;</p> <p>Naturally, a similar idea applies to a point load in PLAXIS.</p><div style="clear:both;"></div>