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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 - Inverted T-beam</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/224997/sfa---inverted-t-beam</link><description>Dear, 
 Is it possible to analyze and design inverted T-beam in SFA? 
 
 Regards,</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: SFA - Inverted T-beam</title><link>https://communities.bentley.com/thread/693321?ContentTypeID=1</link><pubDate>Tue, 25 Jan 2022 15:30:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c1a58f8f-348d-4562-aa00-73799edec3cd</guid><dc:creator>Kris Sathia</dc:creator><description>&lt;p&gt;Not in SFA currently, but it is in our plans for the future. If it is above the support level, meaning part of the superstructure, perhaps&amp;nbsp;SACD is the answer.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>