<?xml version="1.0" encoding="UTF-8" ?>
<?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>Bending plate moment for slab design.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/178034/bending-plate-moment-for-slab-design</link><description>I have been model the plate ,base on same thickness same load, but different mesh size as show on the picture. The result of bending moment are differ (shown on picture). I want to get bending moment value to design reinforcement rebar, but i am not sure</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>