{"id":185851,"date":"2021-07-19T06:40:46","date_gmt":"2021-07-19T06:40:46","guid":{"rendered":"\/forum\/forums\/reply\/185851\/"},"modified":"2021-07-19T06:41:04","modified_gmt":"2021-07-19T06:41:04","slug":"185851","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/185851\/","title":{"rendered":"Reply To: difference between nodal displacement and displacement"},"content":{"rendered":"<p>Hi<\/p>\n<p>A fixed support on a beam should give a DX=DY=DZ=ROTX=ROTT=ROTZ =0, so all degrees of freedom for a beam node equal 0.<\/p>\n<p>With nodal displacements you can set the the translational degrees of freedom (DX,DY,DZ) as needed to a value (DX=value,&#8230;).<\/p>\n<p>Hope this explains everything<\/p>\n<p>Erik<\/p>\n","protected":false},"template":"","class_list":["post-185851","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/185851","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\/185851\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=185851"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}