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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>raft with stiffened beam.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/220331/raft-with-stiffened-beam</link><description>Good day, I am trying to model this type of raft slab and stiffened beam on staad pro. 
 
 
 
 My question goes thus 
 
 from my few years of experience on raft foundation, the slab is designed with the net upward pressure. so now I have a beam and slab</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>