{"id":364369,"date":"2024-04-26T10:51:20","date_gmt":"2024-04-26T10:51:20","guid":{"rendered":"\/forum\/forums\/reply\/364369\/"},"modified":"2024-04-26T10:51:20","modified_gmt":"2024-04-26T10:51:20","slug":"364369","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/364369\/","title":{"rendered":"Reply To: Analysis of steel frame with (tension only) wires?"},"content":{"rendered":"<p>&lt;p&gt;Thank you for your answer!&lt;\/p&gt;&lt;p&gt;Using springs is a good idea. But doesn&#8217;t using longitudinal springs introduce compressive stiffness (as well as tenisonal)? I doesn&#8217;t seem possble (at least in &#8220;Static Structural&#8221;) to assign &#8220;Tension Only&#8221; as &#8220;Spring Behavior&#8221;:&lt;\/p&gt;&lt;p&gt;&nbsp;<img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/26-04-2024-1714128614-mceclip0.png\" \/>&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-364369","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/364369","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\/364369\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=364369"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}