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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 Connection</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/192246/ram-connection</link><description>Hello, 
 
 I&amp;#39;m trying to use ram connection to detail my steel structure. 
 but can&amp;#39;t find a way to connect a knee brace to beam. 
 Is there any way to do it? 
 
 thanks</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Ram Connection</title><link>https://communities.bentley.com/thread/568417?ContentTypeID=1</link><pubDate>Wed, 12 Feb 2020 05:00:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8dd8b34b-14bc-486b-97a0-1955ddc60ec4</guid><dc:creator>Julimar Sundiam</dc:creator><description>&lt;p&gt;Yes it can apply CBB type on Column-Brace joint, but unable to apply it to beam-brace join.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;see attached photo. using ram connection. I can apply CBB on ram in part which encircled by yellow color, but can&amp;#39;t apply CBB on the part encircled by green.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/6735.Untitled.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Ram Connection</title><link>https://communities.bentley.com/thread/568265?ContentTypeID=1</link><pubDate>Tue, 11 Feb 2020 11:06:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e052ce90-ffb1-4a50-9e08-82ea0999640a</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;There are some templates for bracing connection. You may try CBB type for your case. A sketch or sample file will help me to answer your question in better way.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Ram Connection</title><link>https://communities.bentley.com/thread/568185?ContentTypeID=1</link><pubDate>Tue, 11 Feb 2020 02:04:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:67add301-2b4a-4a0e-9912-6d678fefa320</guid><dc:creator>Julimar Sundiam</dc:creator><description>&lt;p&gt;maybe I&amp;#39;ll use standalone version, assume my column as a beam and tweak axial and shear load acting on it.&lt;/p&gt;
&lt;p&gt;since my knee brace will not carry bending moment I can neglect my bending moment acting on my actual beam.&lt;/p&gt;
&lt;p&gt;Is this the right way to do it?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>