<?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>Analyitical modelling of Retaining wall with tie at Plinth &amp;amp; first slab level of mulit story RC structure</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/215086/analyitical-modelling-of-retaining-wall-with-tie-at-plinth-first-slab-level-of-mulit-story-rc-structure</link><description>Dear sir, 
 Greetings. 
 
 the definition of problem as &amp;quot; A vertical continious beamcolumn frame with RCC Infill Wall (to support earth pressure) supported laterally with main structure frame at slab level &amp;quot; 
 I am modelling a multi story RC framed structure</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator></channel></rss>