<?xml version="1.0" encoding="UTF-8" ?>
<?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>Disconnecting Nodes in Ram Frame</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/211868/disconnecting-nodes-in-ram-frame</link><description>Hi. 
 I have a steel framed building with a basement condition where braced frames continue to foundation (one level below grade). I don&amp;#39;t want lateral loads to go to the rigid diaphragm at grade level as I don&amp;#39;t have a reliable load path, so I have disconnected</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Disconnecting Nodes in Ram Frame</title><link>https://communities.bentley.com/thread/642040?ContentTypeID=1</link><pubDate>Tue, 30 Mar 2021 15:17:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9078ea4b-662a-4e93-a39c-4c81d8560bf6</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Disconnecting the nodes is the appropriate action here. See also:&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/18422/ram-frame---criteria---ground-level"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/18422/ram-frame---criteria---ground-level&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>