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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>Instability at a Joint in the MZ direction</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/215439/instability-at-a-joint-in-the-mz-direction</link><description>Hello, 
 I was carrying out an analysis for a frame and was informed of instability at a joint. Although i have two pinned joints in 3D model space , i have included releases to take care of out of plane moments and torsion on the top beam. However, the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Instability at a Joint in the MZ direction</title><link>https://communities.bentley.com/thread/657605?ContentTypeID=1</link><pubDate>Mon, 28 Jun 2021 07:28:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4127bda4-81bd-4c09-8c5d-c6445a686d2d</guid><dc:creator>Obiajulu Onyemeh</dc:creator><description>&lt;p&gt;The structure is designed as a space structure not a planar structure. So&amp;nbsp; shouldn&amp;#39;t the joints behave as pinned in all axes?.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Instability at a Joint in the MZ direction</title><link>https://communities.bentley.com/thread/657601?ContentTypeID=1</link><pubDate>Mon, 28 Jun 2021 07:19:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:29f30ad7-bd87-48a5-91f5-bd8d4e449fd8</guid><dc:creator>Suvadeep Acharjee</dc:creator><description>&lt;p&gt;The model has out of plane loading so pinned supports would be unable to handle the rotation. Thus instability warnings are reported&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Instability at a Joint in the MZ direction</title><link>https://communities.bentley.com/thread/656493?ContentTypeID=1</link><pubDate>Mon, 21 Jun 2021 15:38:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8ee7d8b8-7194-4054-9a24-5676e78b27fe</guid><dc:creator>Obiajulu Onyemeh</dc:creator><description>&lt;p&gt;Hello, i applied releases in the MX and MY directions and still had the instability warning.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Instability at a Joint in the MZ direction</title><link>https://communities.bentley.com/thread/655824?ContentTypeID=1</link><pubDate>Thu, 17 Jun 2021 09:47:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f4198665-4dea-4afc-bacd-5d359c322fae</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/2046/staad-pro-instability-and-zero-stiffness-faq"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2046/staad-pro-instability-and-zero-stiffness-faq&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;Please refer this link to understand the reason.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Instability at a Joint in the MZ direction</title><link>https://communities.bentley.com/thread/655813?ContentTypeID=1</link><pubDate>Thu, 17 Jun 2021 09:19:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9d966df8-a1da-4e3b-a59b-a9ed3123360c</guid><dc:creator>Obiajulu Onyemeh</dc:creator><description>&lt;p&gt;Please note that when i change one or both footings to fixed connections, the warning is gone.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>