<?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>Kindly go through the list of question  regarding modeling and assumption taken?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/177738/kindly-go-through-the-list-of-question-regarding-modeling-and-assumption-taken</link><description>Model Description:Hopper Supported over Steel frame Structure 
 Questions 
 1.Directly Applied the hopper capacity load on the top upper member is this assumption right??(Hopper capacity/1 bay area) this is distributed over beam as member load via manual</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>