{"id":41701,"date":"2020-03-11T14:19:39","date_gmt":"2020-03-11T14:19:39","guid":{"rendered":"\/forum\/forums\/topic\/problem-with-eigenvalue-buckling-beam-as-line-body-model\/"},"modified":"2020-03-11T14:19:39","modified_gmt":"2020-03-11T14:19:39","slug":"problem-with-eigenvalue-buckling-beam-as-line-body-model","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/problem-with-eigenvalue-buckling-beam-as-line-body-model\/","title":{"rendered":"problem with eigenvalue buckling beam as line body model"},"content":{"rendered":"<p>hello there,<br \/>&nbsp;I have a problem with modelling a simply supportd beam due to calculate eigen value&nbsp;<br \/>actually the problem is with the boundary conditions &#8230;. beam is defind as line body &#8230; the first end is&nbsp; defined through Remote Displacement&nbsp;<br \/>(Displacement X Y and Z&nbsp;are 0 , Rotation X is 0 ,Rotation Z and Y are free) the second end is defined too through Remote displacement&nbsp;<br \/>(Displacement X is Free ,Y and Z&nbsp;are&nbsp;0 , Rotation X is 0 ,Rotation Z and Y are free)&#8230;.<br \/>but unfortunately the defomation form appears not logic &#8230;. could anyone help me to define the probelm please &#8230;.<\/p>\n","protected":false},"template":"","class_list":["post-41701","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"hello there, I have a problem with modelling a simply supportd beam due to calculate eigen value actually the problem is with the boundary conditions .... beam is defind as line body ... the first end is defined through Remote Displacement (Displacement X Y and Z are 0 , Rotation X is 0 ,Rotation Z and Y are free)\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" 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