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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 - BRB Expected Strength - Column force at intersecting frames?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/240801/ram-frame---brb-expected-strength---column-force-at-intersecting-frames</link><description>AISC 341-16 section D1-4a requires columns of intersecting frames to be designed considering yielding of frames in both directions simultaneously. Does RAM Frame take this into account? It would appear that the expected BRB forces applied to the column</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM Frame - BRB Expected Strength - Column force at intersecting frames?</title><link>https://communities.bentley.com/thread/750381?ContentTypeID=1</link><pubDate>Mon, 23 Jan 2023 21:35:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:503c9e2c-20b8-41cc-b50a-790c95426a55</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;The following section from the RamFrameAnalysis.pdf manual explains the case for BRB frames:&lt;/p&gt;
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