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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>Moment resistance of the flange</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/113016/moment-resistance-of-the-flange</link><description>Hi, 
 
 in the attached model, a plate sits on top of both horizontal members of bracket, with help of four bolts. STAAD design output says all members pass. But when i did design manually, the moment capacity of the flange of angle seems less (tying</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Moment resistance of the flange</title><link>https://communities.bentley.com/thread/349847?ContentTypeID=1</link><pubDate>Mon, 14 Dec 2015 16:50:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5e1dab6c-9833-45ed-968b-13fa56c0b0dd</guid><dc:creator>Seth Guthrie</dc:creator><description>STAAD.pro will design the single angle member in bending (and potentially axial) but it&amp;#39;s not checking a single flange for local bending.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>