https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/212000/support-to-simulate-uplift-force-from-buoyancyIf I were to model a steel pontoon, which supports should I assign to represent the uplift force from the buoyancy in respect to seawater? Thank you.en-USTelligent Community 12https://communities.bentley.com/thread/642757?ContentTypeID=1Mon, 05 Apr 2021 01:13:13 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7ae93b3d-534d-49e3-b42a-a538f3c45166Arnie Farhana<p>I am using Staad Connect. Is it correct to use fixed but support and release all except Fy?&nbsp;</p> <p></p> <p>I was wondering if the concept of soil bearing capacity support (inserting stiffness value at support) can be implemented?</p><div style="clear:both;"></div>https://communities.bentley.com/thread/642699?ContentTypeID=1Fri, 02 Apr 2021 18:53:59 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5d734941-5912-4030-ba9e-ab5d5be39aa1Seth Guthrie<p>What software are you using? We would recommend Moses for such a thing, but I&#39;m guessing you don&#39;t have a license for that.&nbsp;</p><div style="clear:both;"></div>