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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>Plate Stresses values are not coming same in two different models of Staad Pro.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/241831/plate-stresses-values-are-not-coming-same-in-two-different-models-of-staad-pro</link><description>I have two models of staad pro in which one I have generated by importing a dfx file into it and other one is forwarded by client which origin I dont know that how he created the geometry of that model.Loading, dimension and plates thickness all are same</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>