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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>Perpendicular shear wall footing</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/130139/perpendicular-shear-wall-footing</link><description>Good day, 
 How can I best model a footing that support perpendicular shear walls. In these cases the footing would intersect each other and would therefore share one common node. I have tried the GEN FIXED command with no errors but with the following</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Perpendicular shear wall footing</title><link>https://communities.bentley.com/thread/397018?ContentTypeID=1</link><pubDate>Mon, 02 Jan 2017 08:42:51 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:905f7ded-d0a1-4e89-bdaa-5816df902942</guid><dc:creator>Modestas</dc:creator><description>The answer was posted here: &lt;a href="http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/p/130084/397017#397017"&gt;communities.bentley.com/.../397017&lt;/a&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>