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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>RAM CONCEPT: reinforcing bars with too much cover</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/249253/ram-concept-reinforcing-bars-with-too-much-cover</link><description>I&amp;#39;m facing an issue with steps in the slabs - the reinforcing bars with too much cover (the bottom bar is closer to the top than the top bar). Despite adjusting MS Code Min. Reinforcement Location to None or Top or tension face, I I&amp;#39;m unable to rectify</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM CONCEPT: reinforcing bars with too much cover</title><link>https://communities.bentley.com/thread/778962?ContentTypeID=1</link><pubDate>Wed, 23 Aug 2023 17:22:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b17134c0-3561-4267-a595-3c2b2312e51c</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;You probably have a trimming issue, a slab section that is very thin (small vertical dimension) in some location. Start with our wiki on&amp;nbsp;&lt;a href="/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/cross-section-trimming.aspx"&gt;Cross Section Trimming&lt;/a&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>