<?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>Mstower XH1 discontinuous bracing</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243167/mstower-xh1-discontinuous-bracing</link><description>Hello, 
 I have modeled a tower with one panel configuration of XH1 and discontinuous X bracing (XDISC) 
 Upon reveiwing the detailed report, the results shows cross brace capacity being checked taking the tension in the other member into consideration</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>