{"id":391325,"date":"2024-10-25T03:56:07","date_gmt":"2024-10-25T03:56:07","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/static-structural-solving-issue\/"},"modified":"2024-10-25T07:35:56","modified_gmt":"2024-10-25T07:35:56","slug":"static-structural-solving-issue","status":"answered","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/static-structural-solving-issue\/","title":{"rendered":"Static Structural Solving Issue"},"content":{"rendered":"<p>&lt;p&gt;&lt;p&gt;Hi,&lt;\/p&gt;&lt;p&gt;I am performing static structural analysis for an imported design file in .stp format.&lt;br&gt;I have removed all the existing contacts and re-created all the contacts for the entire assembly with bonded function.&lt;\/p&gt;&lt;p&gt;I have applied only a force (F1) of 1962N(200kg) lift on the top face and a force(F2) acting as a load inside the body of 833.85N(85kg).&lt;br&gt;I have not given any supports\/displacements or any other inputs.&lt;\/p&gt;&lt;p&gt;&lt;\/p&gt;&lt;p&gt;I have turned on the large deflections to ON and made stiffness matrix of all the contacts to 0.01 factor.&lt;\/p&gt;&lt;p&gt;Yet, I am getting the below errors\/warnings:&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/25-10-2024-1729828500-mceclip1.png\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/25-10-2024-1729828533-mceclip2.png\" \/>&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;Can somebody help with a quick solution!&lt;br&gt;&lt;br&gt;&lt;\/p&gt;&lt;p&gt;Regards,&lt;br&gt;Rani&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-391325","topic","type-topic","status-answered","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" 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