{"id":313878,"date":"2023-10-30T07:37:45","date_gmt":"2023-10-30T07:37:45","guid":{"rendered":"\/forum\/forums\/reply\/313878\/"},"modified":"2023-10-30T08:10:50","modified_gmt":"2023-10-30T08:10:50","slug":"313878","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/313878\/","title":{"rendered":"Reply To: Sinusoidal Load in Ansys APDL"},"content":{"rendered":"<p>&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;Hi&lt;\/p&gt;&lt;p&gt;See the SFEBEAM command.&lt;\/p&gt;&lt;p&gt;This shows some ways of doing this (there is a script there that uses an equation).&lt;\/p&gt;&lt;p&gt;\/forum\/forums\/topic\/uniformly-varying-load-with-function\/&lt;\/p&gt;&lt;p&gt;(just change in the above link the sfbeam command to:&lt;\/p&gt;&lt;p&gt;SFBEAM,i,2,PRES,10000*SIN((XI*3.14)\/L),10000*SIN((XJ*3.14)\/L) ! Apply pressure)&lt;\/p&gt;&lt;p&gt;All the best&lt;\/p&gt;&lt;p&gt;Erik&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-313878","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/313878","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\/313878\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=313878"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}