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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>Analysis of shear wall pedestrian bridge system</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/215571/analysis-of-shear-wall-pedestrian-bridge-system</link><description>Good day, 
 
 I would like to kindly query a few observations I have gathered from a shear wall model I am currently undertaking. The structure being modelled is an rectilinear shear wall system which comprises 4 walls, similar to an elevator core in</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>