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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>Plate bucking checks for BCW single plate shear connections</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/223395/plate-bucking-checks-for-bcw-single-plate-shear-connections</link><description>It appears that RAM Connection (v13 update 4) does not check the plate buckling limit state (analogous to the coped beam web buckling check) for extended shear tab beam to column web shear connections per the provisions of chapter 9 of the AISC steel</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Plate bucking checks for BCW single plate shear connections</title><link>https://communities.bentley.com/thread/687348?ContentTypeID=1</link><pubDate>Tue, 14 Dec 2021 16:40:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:11c3080c-adfd-4929-995e-29061a82832c</guid><dc:creator>Ashutosh Sonpal</dc:creator><description>&lt;p&gt;Thank you Seth. I will ask my organization to roll out the latest one.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Plate bucking checks for BCW single plate shear connections</title><link>https://communities.bentley.com/thread/687318?ContentTypeID=1</link><pubDate>Tue, 14 Dec 2021 15:23:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ec39d416-08f5-40f9-ae3b-4beceed256bb</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;I checked the latest version (13.06.00.213) with AISC 360-10 or 360-16 LRFD for an extended type single plate (SP) connection and there are two checks related to buckling in the output. Please update your version if possible.&amp;nbsp;&lt;/p&gt;
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