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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>Calculation of Stress Concentration Factors for Beam Modelled as Plate Section</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/236307/calculation-of-stress-concentration-factors-for-beam-modelled-as-plate-section</link><description>Dear All, 
 I have modelled the BEAM (1000x300x20x30) TO BEAM (600x200x11x17) FLANGE CONNECTION using STAAD and now i am upto find the Stress Concentration Factors for the same. 
 Attached summary shows the STAAD Model, Boundary Condition, Axial Forces</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>