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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>SFA - Strut and tie method</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/225001/sfa---strut-and-tie-method</link><description>Dear, 
 Does SFA provide checks as per &amp;quot;Strut and tie method&amp;quot; for deep beams (pile cap)? 
 Regards,</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: SFA - Strut and tie method</title><link>https://communities.bentley.com/thread/693318?ContentTypeID=1</link><pubDate>Tue, 25 Jan 2022 15:26:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7438cbe7-0db8-4b92-a919-324d0b40c1f1</guid><dc:creator>Kris Sathia</dc:creator><description>&lt;p&gt;Sorry No.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>