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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>RE: Buckling Analysis and Effective length</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/221193/re-buckling-analysis-and-effective-length</link><description>Dear Team 
 I am working with the Staad model for buckling analysis . The buckling load factor is given by the staad after the analysis , wanted to understand the how to manually check the Buckling load factor using Critical Euler equation . I have manually</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>