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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>RAMSS Concrete Beam Eccentricities</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/25322/ramss-concrete-beam-eccentricities</link><description>Is there a &amp;quot;best practices&amp;quot; method for modeling concrete beams with eccentricities? Please see attached picture. All perimeter girders on this specific project (66&amp;quot; pan joists, typ) have a grid --&amp;gt; pan dimension held at 1&amp;#39;-6&amp;quot; creating a 2&amp;quot; eccentricity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>