


{"id":342556,"date":"2024-01-01T16:53:35","date_gmt":"2024-01-01T16:53:35","guid":{"rendered":"\/forum\/forums\/topic\/shear-stress-in-a-cantilever-beam-static-structural-ansys-workbench\/"},"modified":"2024-01-01T16:53:35","modified_gmt":"2024-01-01T16:53:35","slug":"shear-stress-in-a-cantilever-beam-static-structural-ansys-workbench","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/shear-stress-in-a-cantilever-beam-static-structural-ansys-workbench\/","title":{"rendered":"shear stress in a cantilever beam &#8211; static structural ansys workbench"},"content":{"rendered":"<p>Hi all&nbsp;<\/p>\n<p>I have a cantilever beam length=48 in and square cross section 1&#215;1 in. A vertically upwards force is applied at the free end = 50 lbs. The beam is massless.<\/p>\n<p>I am trying to calculate shear stress XY<a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/01\/01-01-2024-1704126764-Capture.JPG\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/01\/01-01-2024-1704126764-Capture.JPG\" alt=\"\"><\/a>at 20 in from the fixed support at the top of the CS in a static structural analysis.&nbsp;<\/p>\n<p>I am getting a non zero shear force which I think is wrong because Tau=VQ\/Ib right?<\/p>\n<p>Attached is a picture of my model.&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-342556","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_subscription":["336175","240"],"_bbp_author_ip":["23.52.43.88"]," _bbp_last_reply_id":["0"]," _bbp_likes_count":["0"],"_btv_view_count":["1892"],"_bbp_topic_status":["unanswered"],"_bbp_topic_id":["342556"],"_bbp_forum_id":["27791"],"_bbp_engagement":["240","336175"],"_bbp_voice_count":["2"],"_bbp_reply_count":["3"],"_bbp_last_reply_id":["342840"],"_bbp_last_active_id":["342840"],"_bbp_last_active_time":["2024-01-03 03:01:53"]},"test":"hkhresatsmu-edu"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/342556","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/342556\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=342556"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}