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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>Optimize composite steel beams in STAAD.Pro</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/115884/optimize-composite-steel-beams-in-staad-pro</link><description>Will STAAD.Pro optimize composite steel beams? I was initially designing my floor as non-composite and using STAAD.Pro to optimize the steel member sizes. Now, I need to check what the steel member sizes would be if I had a composite deck. I&amp;#39;ve never</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Optimize composite steel beams in STAAD.Pro</title><link>https://communities.bentley.com/thread/355804?ContentTypeID=1</link><pubDate>Tue, 09 Feb 2016 19:06:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1ad30d32-81bd-4219-8f0d-7b92a6181e20</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;STAAD.Pro will be able to optimize composite beams only for the AISC ASD 9th edition code ( command CODE AISC ). For LRFD 3rd edition code ( command CODE LRFD ), it would be able to check the composite section but not optimize it. Design of composite sections are not available yet for the AISC 360-05 or AISC 360-10 codes ( command CODE AISC UNIFIED 2005 or CODE AISC UNIFIED 2010 ). &amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>