<?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>reinforcement of concrete element</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/113344/reinforcement-of-concrete-element</link><description>hello. 
 the staad asing the reinforcemen steel with the charge combination most automatic critic? 
 or how can i do to asing the charge combination most critic? since you are giving me the reinforcemen steel in some columns with load 1 and load 1 is</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: reinforcement of concrete element</title><link>https://communities.bentley.com/thread/346688?ContentTypeID=1</link><pubDate>Thu, 12 Nov 2015 20:05:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2cdb3858-390e-4a68-b2c6-3cc833ddd3d2</guid><dc:creator>Sye</dc:creator><description>Please refer to the following wiki &lt;br /&gt;
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&lt;a href="http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/2048.staad-pro-concrete-design-faq#faq17"&gt;communities.bentley.com/.../2048.staad-pro-concrete-design-faq&lt;/a&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>