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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>Qrs's Communities Activities</title><link>https://communities.bentley.com/members/6a42ecf1_2d00_85e1_2d00_497c_2d00_9661_2d00_93ddd52679c0</link><description>Recent activity for people in Qrs's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Ram Connection Flange-Plated Connection</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/94785/ram-connection-flange-plated-connection</link><pubDate>Wed, 19 Feb 2014 20:14:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a71d05b0-2e7d-4000-83ef-4bb61671fe46</guid><dc:creator>Qrs</dc:creator><description>&lt;p&gt;I have two questions about the flange-plated connection module. First, when checking the compression of the flange plate, how do you determine the length for KL/r? See attached pdf with value highlighed in green.&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;Second, what determines the &amp;quot;weld setback&amp;quot; length?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How are MpM and MpN calculated in RAM connection?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/94177/how-are-mpm-and-mpn-calculated-in-ram-connection</link><pubDate>Fri, 24 Jan 2014 21:13:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:71c74b3e-85b4-4c54-9d45-08decd69120f</guid><dc:creator>Qrs</dc:creator><description>&lt;p&gt;How are MpM and MpN calculated in RAM connection for base plate flexural yielding due to bearing? I am designing a column with a large moment. I am following AISC&amp;#39;s Design Guide 1, but I cannot get my hand calculations to match the values in my RAM report. How are these calculated? Is the value of &amp;quot;Y&amp;quot; as the bearing length shown anywhere in the report? Why are these equations so cryptic!?&lt;/p&gt;
&lt;p&gt;I have attached the file in questions. I am looking at the connection with uniaxial bending. By my calculations, I get Y=0.7935&amp;quot; and MplM=12.76kft/ft. &lt;/p&gt;
&lt;p&gt;Thanks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>