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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Natural Frequency Error</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203993/natural-frequency-error</link><description>I&amp;#39;m sure this is something simple but I&amp;#39;ve got a model that runs fine without inputted masses. My goal is to determine the period/natural frequency of the structure. Started by running a self-weight only analysis and adding Y supports at all of my nodes</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Natural Frequency Error</title><link>https://communities.bentley.com/thread/612413?ContentTypeID=1</link><pubDate>Fri, 02 Oct 2020 16:19:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:429d51f2-b204-4457-9130-b9946d41ed1e</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;It helps to tell us what application you are using. In this model, with Ram Elements version 16.02.00.88 I get some instability warnings in analysis.&amp;nbsp;&lt;/p&gt;
&lt;p style="padding-left:30px;"&gt;[Information] Active degrees of freedom 6 (Tx Ty Tz Rx Ry Rz)&lt;br /&gt;[Warning] Local instability at or near Node Node 118&lt;br /&gt;[Warning] Local instability at or near Node Node 119&lt;br /&gt;[Warning] Local instability at or near Node Node 120&lt;br /&gt;[Warning] Local instability at or near Node Node 118&lt;br /&gt;[Warning] Local instability at or near Node Node 119&lt;br /&gt;[Warning] Local instability at or near Node Node 120&lt;br /&gt;[Error] Error during analysis&lt;/p&gt;
&lt;p&gt;This is due to having hinged members connected to pinned supports. That leaves the node(s) free to rotate. Ether don&amp;#39;t hinge the beams (and fix one end against rotation), or make the supports rotationally fixed to avoid the problem.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/600x400/__key/communityserver-discussions-components-files/5932/instabilityopt1.png" /&gt;&lt;/p&gt;
&lt;p&gt;See also:&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/3038/ram-instability-in-finite-element-analysis-tn"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/3038/ram-instability-in-finite-element-analysis-tn&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Natural Frequency Error</title><link>https://communities.bentley.com/thread/612271?ContentTypeID=1</link><pubDate>Thu, 01 Oct 2020 21:25:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0f31b7d6-c730-4355-ac5e-b3e08377f131</guid><dc:creator>Nulukkizdin</dc:creator><description>&lt;p&gt;See attached.&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/FF-Vibration-Test.zip"&gt;communities.bentley.com/.../FF-Vibration-Test.zip&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Natural Frequency Error</title><link>https://communities.bentley.com/thread/612270?ContentTypeID=1</link><pubDate>Thu, 01 Oct 2020 21:08:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:805b8001-373a-4f8c-b04c-2686219e7736</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Please upload the .std file.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>