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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/"><channel><title>Kevin Hughes's Communities Activities</title><link>https://communities.bentley.com/members/726c390d_2d00_e6e2_2d00_40e4_2d00_bb46_2d00_60739acec78e</link><description>Recent activity for people in Kevin Hughes's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RAM Frame - Joint Check for HSS Brace in OCBF</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/214052/ram-frame---joint-check-for-hss-brace-in-ocbf</link><pubDate>Tue, 18 May 2021 12:45:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c57c6b84-c1dc-4540-b088-294141dcdcd0</guid><dc:creator>Kevin Hughes</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
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&lt;p&gt;In RAM Frame when running the joint check for Seismic Provisions, I get these errors associated with the joints of my OCBF frames with HSS braces, HSS columns, and wide flange beams. Is this just saying that RAM won&amp;#39;t do a code check for these joints unless they are buckling restrained braces and so it must be done independently, or is there some requirement for buckling restrained braces that I&amp;#39;m missing?&lt;/p&gt;
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&lt;p&gt;Thanks,&lt;/p&gt;
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