{"id":236068,"date":"2022-09-22T14:45:05","date_gmt":"2022-09-22T14:45:05","guid":{"rendered":"\/forum\/forums\/reply\/236068\/"},"modified":"2022-09-22T14:45:05","modified_gmt":"2022-09-22T14:45:05","slug":"236068","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/236068\/","title":{"rendered":"Reply To: Hydrostatic Load Application Ansys"},"content":{"rendered":"<p>&lt;p&gt;Thank you Peter, I think my error was in not including the surfaces that are submerged below the liquid (lower half of tank) as acted upon by the internal pressure. Are there benchmarks for the hydrostatic loads in Ansys? I could not find any.&nbsp;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-236068","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Thank you Peter, I think my error was in not including the surfaces that are submerged below the liquid (lower half of tank) as acted upon by the internal pressure. Are there benchmarks for the hydrostatic loads in Ansys? 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