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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>Diaphragm modeling</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/133609/diaphragm-modeling</link><description>Hi everyone, 
 1.)How can I ensure that the moment results I obtain for my beams are accurate for a model which incorporates a plate element. I am currently modelling a staircase with the use of beam, plate and surface elements, however, the moments I</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>