{"id":235902,"date":"2022-09-21T15:17:18","date_gmt":"2022-09-21T15:17:18","guid":{"rendered":"\/forum\/forums\/topic\/hydrostatic-load-application-ansys\/"},"modified":"2022-09-21T20:47:06","modified_gmt":"2022-09-21T20:47:06","slug":"hydrostatic-load-application-ansys","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/hydrostatic-load-application-ansys\/","title":{"rendered":"Hydrostatic Load Application Ansys"},"content":{"rendered":"<p>Hi,<\/p>\n<p>In the case of applying a hydrostatic load one the lower half and a pressure load on the upper half of a tank in a static analysis, which case is correct in Ansys?&nbsp;<\/p>\n<p>a. Step 1 hydrostatic load on, step 2 hydrostatic load and pressure load on<\/p>\n<p>b. Step 1 hydrostatic load on, step 2 pressure load on, hydrostatic load deactivated&nbsp;<\/p>\n<p>In case b, is the step 1 behaving like a pre-stressed step? The idea is to avoid the ramping effect and superimposition of gravity loads.&nbsp;<\/p>\n<p>Thank you.&nbsp;<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-235902","topic","type-topic","status-closed","hentry","topic-tag-ansysworkbench-ansys-staticstructural","topic-tag-hydrostatic"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hi,In the case of applying a hydrostatic load one the lower half and a pressure load on the upper half of a tank in a static analysis, which case is correct in Ansys? a. Step 1 hydrostatic load on, step 2 hydrostatic load and pressure load onb. 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