{"id":363397,"date":"2024-04-22T06:14:50","date_gmt":"2024-04-22T06:14:50","guid":{"rendered":"\/forum\/forums\/reply\/363397\/"},"modified":"2024-04-22T06:14:50","modified_gmt":"2024-04-22T06:14:50","slug":"363397","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/363397\/","title":{"rendered":"Reply To: Buckling of pile"},"content":{"rendered":"<p>&lt;p&gt;Hi&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;If you have multiple loads, below is a post that shows the procedure to evaluate that (buckling with multiple loads).&lt;\/p&gt;&lt;p&gt;\/forum\/forums\/topic\/linear-eigenvalue-buckling-procedure-constant-and-proportional-variable-loads\/&lt;\/p&gt;&lt;p&gt;All the best&lt;\/p&gt;&lt;p&gt;Erik&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-363397","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/363397","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/363397\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=363397"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}