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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>Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/242066/area-of-steel-reqd-for-tran-moment-for-load-case-____-exceeds-the-maximum-allowable-for-element-______---staad-pro-connect</link><description>Good day. 
 
 I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. 
 I modeled the plate elements using parametric</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>