{"id":405467,"date":"2025-01-17T17:43:35","date_gmt":"2025-01-17T17:43:35","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/lifting-analysis\/"},"modified":"2025-01-17T17:43:35","modified_gmt":"2025-01-17T17:43:35","slug":"lifting-analysis","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/lifting-analysis\/","title":{"rendered":"Lifting Analysis"},"content":{"rendered":"<p>&lt;p&gt;I conducted a lifting analysis, one considering remote points and the other treating the sling as a rigid material. I was expecting similar results and deformations, but they turned out to be different. The deformation I am getting in a simulation with slings seem to me more realistic. I would appreciate any guidance on whether I might be doing something wrong.<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2025\/01\/17-01-2025-1737135448-Eqv stress_with remort points.png\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2025\/01\/17-01-2025-1737135483-Eqv stress_with slings.png\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2025\/01\/17-01-2025-1737135506-face contact_with sling .png\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2025\/01\/17-01-2025-1737135529-remote point.png\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2025\/01\/17-01-2025-1737135550-Total deformation _with slings .png\" alt=\"\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2025\/01\/17-01-2025-1737135569-Total deformation_remort point case.png\" alt=\"\" \/>&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-405467","topic","type-topic","status-publish","hentry","topic-tag-ansysworkbench-ansys-staticstructural"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_forum_id":["27791"],"_bbp_topic_id":["405467"],"_bbp_subscription":["500982","240"],"_bbp_author_ip":["134.238.249.224"],"_bbp_last_reply_id":["407294"],"_bbp_last_active_id":["407294"],"_bbp_last_active_time":["2025-01-27 19:12:28"],"_bbp_reply_count":["30"],"_bbp_reply_count_hidden":["0"],"_bbp_voice_count":["2"],"_bbp_engagement":["500982","240"],"_btv_view_count":["1618"],"_bbp_topic_status":["unanswered"]},"test":"taha-muzaffar94gmail-com"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/405467","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\/405467\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=405467"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}