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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>Pin, Fixed Support of Continuous Beam</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/249052/pin-fixed-support-of-continuous-beam</link><description>I mI modelled a continuous bus bar with 11 spans. The support arrangement was start and end with pin supports while alternatively using fixed supports. In the beam results, pin supports also indicate a moment. I have assigned UDL to all beams in GY and</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Pin, Fixed Support of Continuous Beam</title><link>https://communities.bentley.com/thread/778100?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 07:25:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:81993511-a451-4f04-ac4f-98efe70191d1</guid><dc:creator>Tharindu Premachandra</dc:creator><description>&lt;p&gt;Thank you very much for the support. &lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Pin, Fixed Support of Continuous Beam</title><link>https://communities.bentley.com/thread/778083?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 06:23:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:eade00b3-7010-4143-8552-57ddd11482e2</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;This warning does not make any harm. However, if you want to avoid it, you may change the pinned t supports to fixed. The moment will not be transferred to these supports due to member releases.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Pin, Fixed Support of Continuous Beam</title><link>https://communities.bentley.com/thread/778080?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 06:17:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:855a8e75-9b55-47ac-929a-acfd60d1bd39</guid><dc:creator>Tharindu Premachandra</dc:creator><description>&lt;p&gt;Thank you very much. With the assigning of member releases ta set of warnings appear in Analysis Report. ex: &amp;#39;&amp;#39;WARNING- ZERO STIFFNESS IN DIRECTION 6 AT JOINT&amp;nbsp; &amp;nbsp; &amp;nbsp;47 EQN.NO.&amp;nbsp; &amp;nbsp; &amp;nbsp; 18&amp;quot; . The pin connection show zero moments now. Is there a solution for this warning?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Pin, Fixed Support of Continuous Beam</title><link>https://communities.bentley.com/thread/778074?ContentTypeID=1</link><pubDate>Thu, 17 Aug 2023 05:28:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ad1dc942-434f-4484-99c2-11ce6aa5f93e</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;You would need to assign MY and MZ member releases at the ends of the members where you would expect moment to be 0.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>