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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>RAM Footing tension from moment from bottom of footing</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/174064/ram-footing-tension-from-moment-from-bottom-of-footing</link><description>Hi, 
 I have a building with moment frames. All lateral columns are fixed at the bottom and the pile caps keep failing with tension in the piles. I pinned the columns at the bottom, thinking it will make it worse, and it actually all worked. So the tension</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM Footing tension from moment from bottom of footing</title><link>https://communities.bentley.com/thread/502282?ContentTypeID=1</link><pubDate>Tue, 22 Jan 2019 17:25:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:35f06da5-fa72-4005-a24a-bae9a983285f</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Refer to the RamFoundation.pdf manual, section 4.16.1 Pile Cap Analysis for details on how pile forces are determined. Moments at the column base do contribute.&amp;nbsp;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>