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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>Out-of-plane bending in BCW Connections w/ axial loads in RAM Connection</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/174702/out-of-plane-bending-in-bcw-connections-w-axial-loads-in-ram-connection</link><description>Attached is a screenshot from a delegated connection design I am currently working on.This is a W12x40 column with a W21x50 beam framing into the column web at the 2nd floor. In checking it for a 32k shear reaction, and a 41k axial load (ASD), RAM Connection</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Out-of-plane bending in BCW Connections w/ axial loads in RAM Connection</title><link>https://communities.bentley.com/thread/505297?ContentTypeID=1</link><pubDate>Mon, 11 Feb 2019 20:41:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4d9c5500-17b8-409d-90f3-b89bea11e1b7</guid><dc:creator>Jason McCool</dc:creator><description>&lt;p&gt;Yeah, chord wall plastification has been part of the checks on HSS in AISC and in RAM for years. This long overdue addition to 360-16 just recognizes that there&amp;#39;s little difference in limit state between the HSS wall and a W-column web under the same out-of-plane load. I would&amp;#39;ve called it a defect instead of an enhancement since it seems a little premature to claim that RAM complies with 360-16 checks while leaving that significant check out, but however it gets addressed, I&amp;#39;ll be happy when it does get incorporated.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Out-of-plane bending in BCW Connections w/ axial loads in RAM Connection</title><link>https://communities.bentley.com/thread/504860?ContentTypeID=1</link><pubDate>Thu, 07 Feb 2019 19:22:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:af12322d-3816-4871-88bb-d27837d5ef7e</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;It looks like the only support side code check we are performing in the single plate - BCW connection is a weld rupture check.&amp;nbsp; AISC 360-16 &amp;quot;Plate Elements Subjected to Out-of-plane Loads&amp;quot; would have to be added. Chord wall plastification is being checked when using an HSS column, however.&amp;nbsp; (Enhancement 1003068)&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>