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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>composite beams &amp;amp; slabs</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/62901/composite-beams-slabs</link><description>Hello everybody, 
 I am having some doubt about the slab orientation in composite slab design tab. the question is that if i want to design the solid slab connected with steel beam then what is to be done should i take the span as spanning between the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>