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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>Design of composite steel beams</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/128827/design-of-composite-steel-beams</link><description>Good day, 
 
 I have used Staad to model a composite slab and design the beams supporting this slab. However, upon completing the steel design in staad the design results presented are very strange. All the members passed, however the results only presented</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Design of composite steel beams</title><link>https://communities.bentley.com/thread/392980?ContentTypeID=1</link><pubDate>Wed, 23 Nov 2016 22:27:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1361b98f-fa2f-456c-93e6-4099de870974</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Use the TRACK&amp;nbsp;1 parameter and you will have a much detailed output for all composite members with critical loads. A TRACK 2 will print an even more detailed output.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>