{"id":369096,"date":"2024-05-29T15:34:33","date_gmt":"2024-05-29T15:34:33","guid":{"rendered":"\/forum\/forums\/reply\/369096\/"},"modified":"2024-05-29T15:34:33","modified_gmt":"2024-05-29T15:34:33","slug":"369096","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/369096\/","title":{"rendered":"Reply To: Which beam properties to use to build a beam with arbitrary sections"},"content":{"rendered":"<p>&lt;p&gt;Hi Erik,&lt;br&gt;&lt;br&gt;&lt;\/p&gt;&lt;p&gt;thanks for your reply. The problem is first I am working with Ansys classic not with Workbench. And second I am creating and analysing the cross sections and their properties in an external program, which is especially adapted to wind turbine blade cross sections. Therefore, I have already the 6&#215;6 matrices for mass and stiffness and want to part from there with an BEAM,188 model and not bulding my composite cross section with ACP.&lt;br&gt;&lt;br&gt;However, thanks for your suggestion!&lt;br&gt;&lt;br&gt;Bests&lt;br&gt;Pablo&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-369096","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/369096","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\/369096\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=369096"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}