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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>Design of Columns for Bi-axial bending in RCDC</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/146668/design-of-columns-for-bi-axial-bending-in-rcdc</link><description>Dear Bentley Support Team, 
 I recently raised an issue related to Design error in the RCDC program. The program erroneously calculates the reinforcements for the columns under bi-axial bending and reports lower reinforcements than what is actually expected</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>