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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/"><channel><title>Spurious Degrees of Freedom Warning</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Spurious Degrees of Freedom Warning</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning</link><pubDate>Tue, 25 Apr 2023 12:35:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d04b049b-f5c8-4d74-9261-b97100aa3fac</guid><dc:creator>Modestas</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning#comments</comments><description>Current Revision posted to RAM | STAAD | ADINA Wiki by Modestas on 4/25/2023 12:35:56 PM&lt;br /&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;STAAD.Pro&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
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&lt;td&gt;All&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;N/A&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Analysis Solutions&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Instability and Zero Stiffness&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Bentley Technical Support Group&lt;/td&gt;
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&lt;p&gt;&lt;strong&gt;&amp;nbsp;Question:&lt;/strong&gt;&lt;/p&gt;
&lt;div class="content"&gt;
&lt;p&gt;Even after creating proper beam plate connectivity, why does Staad still report an&amp;nbsp;instability warning in my model?&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/model.std"&gt;model.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Explanation:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The plate element tends to deflect inplane about the connected beam plate node by the action of lateral loading and hence due to spurious degree of freedom instability arises.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif"&gt;&lt;img alt=" " src="/resized-image/__size/940x0/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif" /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;The STAAD in-plane plate has one &amp;quot;spurious displacement mode&amp;quot; in addition to the 3 in-plane rigid body modes (and 9 elastic displacement modes). Normally, conditions such as edge beam members, supports which suppress rotation about the element local Z axis, other out-of-plane elements which are connected to the element in question, and irregular grids suppress this spurious mode. However, if none of these conditions exist, STAAD automatically creates a fictitious weak spring at one of the nodes to correct this instability, so there is no actual problem, just warning messages.&lt;br /&gt;&lt;br /&gt;The structure in your case is one where none of the compensating conditions exist. In other words, the X-Z planar nature of your model, and support conditions or the column tip on which plates rests allows the rotation about the global Y axis meaning that there is nothing to suppress the spurious displacement mode, which is why STAAD is forced to create the weak spring.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;You can also introduce an additional &amp;nbsp;dummy beam inside the plate connecting the common node. This will get rid of the warning message.&lt;/p&gt;
&lt;p&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" /&gt;&lt;/p&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: analysis, STAAD.Pro, spurious, Instability, degrees of freedom, drilling&lt;/div&gt;
</description></item><item><title>Spurious Degrees of Freedom Warning</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning/revision/7</link><pubDate>Fri, 11 May 2018 16:56:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d04b049b-f5c8-4d74-9261-b97100aa3fac</guid><dc:creator>Seth Guthrie</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning#comments</comments><description>Revision 7 posted to RAM | STAAD | ADINA Wiki by Seth Guthrie on 5/11/2018 4:56:21 PM&lt;br /&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;STAAD.Foundation Advanced&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Analysis&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Instability and Zero Stiffness&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;p&gt;&lt;strong&gt;&amp;nbsp;Question:&lt;/strong&gt;&lt;/p&gt;
&lt;div class="content"&gt;
&lt;p&gt;Even after creating proper beam plate connectivity, why does Staad still report an&amp;nbsp;instability warning in my model?&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/model.std"&gt;model.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Explanation:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The plate element tends to deflect inplane about the connected beam plate node by the action of lateral loading and hence due to spurious degree of freedom instability arises.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif"&gt;&lt;img alt=" " src="/resized-image/__size/940x0/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif" /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;The STAAD in-plane plate has one &amp;quot;spurious displacement mode&amp;quot; in addition to the 3 in-plane rigid body modes (and 9 elastic displacement modes). Normally, conditions such as edge beam members, supports which suppress rotation about the element local Z axis, other out-of-plane elements which are connected to the element in question, and irregular grids suppress this spurious mode. However, if none of these conditions exist, STAAD automatically creates a fictitious weak spring at one of the nodes to correct this instability, so there is no actual problem, just warning messages.&lt;br /&gt;&lt;br /&gt;The structure in your case is one where none of the compensating conditions exist. In other words, the X-Z planar nature of your model, and support conditions or the column tip on which plates rests allows the rotation about the global Y axis meaning that there is nothing to suppress the spurious displacement mode, which is why STAAD is forced to create the weak spring.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;You can also introduce an additional &amp;nbsp;dummy beam inside the plate connecting the common node. This will get rid of the warning message.&lt;/p&gt;
&lt;p&gt;&lt;img style="border-width:0px;" alt=" " height="60" src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" width="189" /&gt;&lt;/p&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: analysis, STAAD.Pro, spurious, Instability, degrees of freedom, drilling&lt;/div&gt;
</description></item><item><title>Spurious Degrees of Freedom</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning/revision/6</link><pubDate>Wed, 08 Feb 2017 22:47:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d04b049b-f5c8-4d74-9261-b97100aa3fac</guid><dc:creator>Seth Guthrie</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning#comments</comments><description>Revision 6 posted to RAM | STAAD | ADINA Wiki by Seth Guthrie on 2/8/2017 10:47:54 PM&lt;br /&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;STAAD.Foundation Advanced&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
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&lt;td&gt;All&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;N/A&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Instability and Zero Stiffness&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Spurious Degrees of Freedom&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Biswatosh Purkayastha&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;p&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29049.spurious-degrees-of-freedom"&gt;Spurious Degrees of Freedom&lt;/a&gt;&lt;/p&gt;
&lt;div class="content"&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;Question:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;Even after creating proper beam plate connectivity, why Staad still reports &amp;nbsp;instability warning in my model?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/model.std"&gt;model.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Explanation:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The plate element tends to deflect inplane about the connected beam plate node by the action of lateral loading and hence due to spurious degree of freedom instability arises.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif"&gt;&lt;img alt=" " src="/resized-image/__size/940x0/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif" /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;The STAAD in-plane plate has one &amp;quot;spurious displacement mode&amp;quot; in addition to the 3 in-plane rigid body modes (and 9 elastic displacement modes). Normally, conditions such as edge beam members, supports which suppress rotation about the element local Z axis, other out-of-plane elements which are connected to the element in question, and irregular grids suppress this spurious mode. However, if none of these conditions exist, STAAD automatically creates a fictitious weak spring at one of the nodes to correct this instability, so there is no actual problem, just warning messages.&lt;br /&gt;&lt;br /&gt;The structure in your case is one where none of the compensating conditions exist. In other words, the X-Z planar nature of your model, and support conditions or the column tip on which plates rests allows the rotation about the global Y axis meaning that there is nothing to suppress the spurious displacement mode, which is why STAAD is forced to create the weak spring.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;You can also introduce an additional &amp;nbsp;dummy beam inside the plate connecting the common node. This will get rid of the warning message.&lt;/p&gt;
&lt;p&gt;&lt;img width="189" height="60" style="border-width:0px;" alt=" " src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" /&gt;&lt;/p&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: spurious, Instability, degrees of freedom, drilling&lt;/div&gt;
</description></item><item><title>Spurious Degrees of Freedom</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning/revision/5</link><pubDate>Wed, 17 Aug 2016 04:11:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d04b049b-f5c8-4d74-9261-b97100aa3fac</guid><dc:creator>Biswatosh</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning#comments</comments><description>Revision 5 posted to RAM | STAAD | ADINA Wiki by Biswatosh on 8/17/2016 4:11:35 AM&lt;br /&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;STAAD.Foundation Advanced&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;All&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;N/A&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Instability and Zero Stiffness&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Spurious Degrees of Freedom&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Biswatosh Purkayastha&lt;/td&gt;
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&lt;p&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29049.spurious-degrees-of-freedom"&gt;Spurious Degrees of Freedom&lt;/a&gt;&lt;/p&gt;
&lt;div class="content"&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;Question:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;Even after creating proper beam plate connectivity, why Staad still reports &amp;nbsp;instability warning in my model?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/model.std"&gt;model.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Explanation:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The plate element tends to deflect inplane about the connected beam plate node by the action of lateral loading and hence due to spurious degree of freedom instability arises.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif"&gt;&lt;img alt=" " src="/resized-image/__size/940x0/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif" /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;The STAAD in-plane plate has one &amp;quot;spurious displacement mode&amp;quot; in addition to the 3 in-plane rigid body modes (and 9 elastic displacement modes). Normally, conditions such as edge beam members, supports which suppress rotation about the element local Z axis, other out-of-plane elements which are connected to the element in question, and irregular grids suppress this spurious mode. However, if none of these conditions exist, STAAD automatically creates a fictitious weak spring at one of the nodes to correct this instability, so there is no actual problem, just warning messages.&lt;br /&gt;&lt;br /&gt;The structure in your case is one where none of the compensating conditions exist. In other words, the X-Z planar nature of your model, and support conditions or the column tip on which plates rests allows the rotation about the global Y axis meaning that there is nothing to suppress the spurious displacement mode, which is why STAAD is forced to create the weak spring.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;You can also introduce an additional &amp;nbsp;dummy beam inside the plate connecting the common node. See the attached modified.std model&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/modified.std"&gt;modified.std&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;This will get rid of the warning message.&lt;/p&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: drilling degree of freedom, Instability, MY instability, spurious degrees of freedom&lt;/div&gt;
</description></item><item><title>Spurious Degrees of Freedom</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning/revision/4</link><pubDate>Tue, 28 Jun 2016 23:35:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d04b049b-f5c8-4d74-9261-b97100aa3fac</guid><dc:creator>Sye</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning#comments</comments><description>Revision 4 posted to RAM | STAAD | ADINA Wiki by Sye on 6/28/2016 11:35:45 PM&lt;br /&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;STAAD.Foundation Advanced&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;N/A&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Instability and Zero Stiffness&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Spurious Degrees of Freedom&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;p&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29049.spurious-degrees-of-freedom"&gt;Spurious Degrees of Freedom&lt;/a&gt;&lt;/p&gt;
&lt;div class="content"&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;Question:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;Even after creating proper beam plate connectivity, why Staad still reports &amp;nbsp;instability warning in my model?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/model.std"&gt;model.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Explanation:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The plate element tends to deflect inplane about the connected beam plate node by the action of lateral loading and hence due to spurious degree of freedom instability arises.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif"&gt;&lt;img alt=" " src="/resized-image/__size/940x0/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif" /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;The STAAD in-plane plate has one &amp;quot;spurious displacement mode&amp;quot; in addition to the 3 in-plane rigid body modes (and 9 elastic displacement modes). Normally, conditions such as edge beam members, supports which suppress rotation about the element local Z axis, other out-of-plane elements which are connected to the element in question, and irregular grids suppress this spurious mode. However, if none of these conditions exist, STAAD automatically creates a fictitious weak spring at one of the nodes to correct this instability, so there is no actual problem, just warning messages.&lt;br /&gt;&lt;br /&gt;The structure in your case is one where none of the compensating conditions exist. In other words, the X-Z planar nature of your model, and support conditions or the column tip on which plates rests allows the rotation about the global Y axis meaning that there is nothing to suppress the spurious displacement mode, which is why STAAD is forced to create the weak spring.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;You can also introduce an additional &amp;nbsp;dummy beam inside the plate connecting the common node. See the attached modified.std model&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/modified.std"&gt;modified.std&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;This will get rid of the warning message.&lt;/p&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: drilling degree of freedom, Instability, MY instability, spurious degrees of freedom&lt;/div&gt;
</description></item><item><title>Spurious Degrees of Freedom</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning/revision/3</link><pubDate>Tue, 28 Jun 2016 23:35:10 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d04b049b-f5c8-4d74-9261-b97100aa3fac</guid><dc:creator>Sye</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning#comments</comments><description>Revision 3 posted to RAM | STAAD | ADINA Wiki by Sye on 6/28/2016 11:35:10 PM&lt;br /&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;STAAD.Foundation Advanced&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
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&lt;td&gt;All&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;N/A&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Instability and Zero Stiffness&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Spurious Degrees of Freedom&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
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&lt;p&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29049.spurious-degrees-of-freedom"&gt;Spurious Degrees of Freedom&lt;/a&gt;&lt;/p&gt;
&lt;div class="content"&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;Question:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;Even after creating proper beam plate connectivity, why Staad still reports &amp;nbsp;instability warning in my model?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/model.std"&gt;model.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Explanation:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The plate element tends to deflect inplane about the connected beam plate node by the action of lateral loading and hence due to spurious degree of freedom instability arises.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif"&gt;&lt;img alt=" " src="/resized-image/__size/940x0/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif" /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;The STAAD in-plane plate has one &amp;quot;spurious displacement mode&amp;quot; in addition to the 3 in-plane rigid body modes (and 9 elastic displacement modes). Normally, conditions such as edge beam members, supports which suppress rotation about the element local Z axis, other out-of-plane elements which are connected to the element in question, and irregular grids suppress this spurious mode. However, if none of these conditions exist, STAAD automatically creates a fictitious weak spring at one of the nodes to correct this instability, so there is no actual problem, just warning messages.&lt;br /&gt;&lt;br /&gt;The structure in your case is one where none of the compensating conditions exist. In other words, the X-Z planar nature of your model, and support conditions or the column tip on which plates rests allows the rotation about the global Y axis meaning that there is nothing to suppress the spurious displacement mode, which is why STAAD is forced to create the weak spring.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;You can also introduce an additional &amp;nbsp;dummy beam inside the plate connecting the common node. See the attached modified.std model&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/modified.std"&gt;modified.std&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;This will get rid of the warning message.&lt;/p&gt;
&lt;/div&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: drilling degree of freedom, Instability, spurious degrees of freedom&lt;/div&gt;
</description></item><item><title>Spurious Degrees of Freedom</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning/revision/2</link><pubDate>Thu, 23 Jun 2016 17:36:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d04b049b-f5c8-4d74-9261-b97100aa3fac</guid><dc:creator>Steve Crabtree</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning#comments</comments><description>Revision 2 posted to RAM | STAAD | ADINA Wiki by Steve Crabtree on 6/23/2016 5:36:13 PM&lt;br /&gt;
&lt;p&gt;&lt;b&gt;&lt;img width="189" height="60" style="border-width:0px;" alt=" " src="/cfs-file.ashx/__key/communityserver-components-sitefiles/TSG-Logo.png" /&gt;&lt;/b&gt;&lt;/p&gt;
&lt;table align="left" style="border:0px solid #dce5f0;width:500px;background-color:#dce5f0;" border="0"&gt;
&lt;tbody&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;b&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;b&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;b&gt;&amp;nbsp;&lt;/b&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;span style="font-size:medium;"&gt;&lt;b&gt;Applies To&amp;nbsp;&lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
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&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;STAAD.Foundation Advanced&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;All&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Environment:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;N/A&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Instability and Zero Stiffness&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Subarea:&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Spurious Degrees of Freedom&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Original Author:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Bentley Technical Support Group&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;p&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29049.spurious-degrees-of-freedom"&gt;Spurious Degrees of Freedom&lt;/a&gt;&lt;/p&gt;
&lt;div class="content"&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;Question:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;Even after creating proper beam plate connectivity, why Staad still reports &amp;nbsp;instability warning in my model?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/model.std"&gt;model.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Explanation:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The plate element tends to deflect inplane about the connected beam plate node by the action of lateral loading and hence due to spurious degree of freedom instability arises.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;The STAAD in-plane plate has one &amp;quot;spurious displacement mode&amp;quot; in addition to the 3 in-plane rigid body modes (and 9 elastic displacement modes). Normally, conditions such as edge beam members, supports which suppress rotation about the element local Z axis, other out-of-plane elements which are connected to the element in question, and irregular grids suppress this spurious mode. However, if none of these conditions exist, STAAD automatically creates a fictitious weak spring at one of the nodes to correct this instability, so there is no actual problem, just warning messages.&lt;br /&gt;&lt;br /&gt;The structure in your case is one where none of the compensating conditions exist. In other words, the X-Z planar nature of your model, and support conditions or the column tip on which plates rests allows the rotation about the global Y axis meaning that there is nothing to suppress the spurious displacement mode, which is why STAAD is forced to create the weak spring.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;You can also introduce an additional &amp;nbsp;dummy beam inside the plate connecting the common node. See the attached modified.std model&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/modified.std"&gt;modified.std&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;This will get rid of the warning message.&lt;/p&gt;
&lt;/div&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: spurious degrees of freedom&lt;/div&gt;
</description></item><item><title>Spurious Degrees of Freedom</title><link>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning/revision/1</link><pubDate>Wed, 15 Jun 2016 17:36:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d04b049b-f5c8-4d74-9261-b97100aa3fac</guid><dc:creator>Steve Crabtree</dc:creator><comments>https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/29176/spurious-degrees-of-freedom-warning#comments</comments><description>Revision 1 posted to RAM | STAAD | ADINA Wiki by Steve Crabtree on 6/15/2016 5:36:52 PM&lt;br /&gt;
&lt;p&gt;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29049.spurious-degrees-of-freedom"&gt;Spurious Degrees of Freedom&lt;/a&gt;&lt;/p&gt;
&lt;div class="content"&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;Question:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;Even after creating proper beam plate connectivity, why Staad still reports &amp;nbsp;instability warning in my model?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/model.std"&gt;model.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Explanation:&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;The plate element tends to deflect inplane about the connected beam plate node by the action of lateral loading and hence due to spurious degree of freedom instability arises.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-wikis-components-files/00-00-00-00-54/spurious.gif" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;The STAAD in-plane plate has one &amp;quot;spurious displacement mode&amp;quot; in addition to the 3 in-plane rigid body modes (and 9 elastic displacement modes). Normally, conditions such as edge beam members, supports which suppress rotation about the element local Z axis, other out-of-plane elements which are connected to the element in question, and irregular grids suppress this spurious mode. However, if none of these conditions exist, STAAD automatically creates a fictitious weak spring at one of the nodes to correct this instability, so there is no actual problem, just warning messages.&lt;br /&gt;&lt;br /&gt;The structure in your case is one where none of the compensating conditions exist. In other words, the X-Z planar nature of your model, and support conditions or the column tip on which plates rests allows the rotation about the global Y axis meaning that there is nothing to suppress the spurious displacement mode, which is why STAAD is forced to create the weak spring.&amp;nbsp;&lt;br /&gt;&lt;br /&gt;You can also introduce an additional &amp;nbsp;dummy beam inside the plate connecting the common node. See the attached modified.std model&lt;/p&gt;
&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-wikis-components-files/00-00-00-00-54/modified.std"&gt;modified.std&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;br /&gt;This will get rid of the warning message.&lt;/p&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: spurious degrees of freedom&lt;/div&gt;
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