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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>RAM Frame- Steel Moment Frame Joint Stiffness</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/169586/ram-frame--steel-moment-frame-joint-stiffness</link><description>How does RAM frame handle joint stiffness reduction when analyzing a steel moment frame? I have a structure with steel moment frames and would like to explore the option of using flexible moment connections. What is the process of reducing joint stiffness</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM Frame- Steel Moment Frame Joint Stiffness</title><link>https://communities.bentley.com/thread/486646?ContentTypeID=1</link><pubDate>Thu, 18 Oct 2018 19:06:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ad1a59f1-e86a-4325-adfb-924599a57dee</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;You can control the dimension of the rigid end zone where the beam and column meet through criteria - general.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;You can further affect the beam end stiffness by using Assign - Beams - Frame beam Connection Types.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;See also:&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/13457/ram-frame---rigid-end-zone-assumptions"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/13457/ram-frame---rigid-end-zone-assumptions&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>