{"id":389518,"date":"2024-10-14T14:52:05","date_gmt":"2024-10-14T14:52:05","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389518\/"},"modified":"2024-10-14T14:52:05","modified_gmt":"2024-10-14T14:52:05","slug":"389518","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389518\/","title":{"rendered":"Reply To: How to apply a stress as an initial load state ?"},"content":{"rendered":"<p>&lt;p&gt;If your initial analysis is of a cantilever in which the tip load displaces the cantilever in the negative Y, the second analysis with the prestress, but without the tip load, will displace the cantilever an equal amount in the positive Y.&nbsp; You aren&#8217;t seeing something like that?&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-389518","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=\"If your initial analysis is of a cantilever in which the tip load displaces the cantilever in the negative Y, the second analysis with the prestress, but without the tip load, will displace the cantilever an equal amount in the positive Y. You aren&#039;t seeing something like that?\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/389518\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Reply To: How to apply a stress as an initial load state ? | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"If your initial analysis is of a cantilever in which the tip load displaces the cantilever in the negative Y, the second analysis with the prestress, but without the tip load, will displace the cantilever an equal amount in the positive Y. 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