{"id":362936,"date":"2024-04-18T12:22:44","date_gmt":"2024-04-18T12:22:44","guid":{"rendered":"\/forum\/forums\/reply\/362936\/"},"modified":"2024-04-18T12:22:44","modified_gmt":"2024-04-18T12:22:44","slug":"362936","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/362936\/","title":{"rendered":"Reply To: Finding result of axial strain at a node in rebar"},"content":{"rendered":"<p>&lt;p&gt;How were the beams defined? If you defined beams with 4 integration points, I would put the same number here.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-362936","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/362936","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\/362936\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=362936"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}