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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>RC COLUMN DESIGN OUTPUT IN STAAD.Pro CONNECT Edition</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/196729/rc-column-design-output-in-staad-pro-connect-edition</link><description>Hello, I&amp;#180;m currently reviewing a Reinforced Building Design in STAAD.Pro CONNECT Edition and The Client asked for some information; more specifically, the Design Moments and Axial Forces for the RC Columns, so I went to look up the info in the Analysis</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>