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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>Foundation Intersection</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/127741/foundation-intersection</link><description>I have 2 different scenarios of intersecting foundations... Scenario 1 - the column is part of both continuous foundations.. Scenario 2 - the foundations for separate columns intersect. Do i need to increase the foundation size for the area intersected</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Foundation Intersection</title><link>https://communities.bentley.com/thread/389008?ContentTypeID=1</link><pubDate>Wed, 26 Oct 2016 17:27:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:90ab3c04-8061-4973-b9b7-6510aa0d682c</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;In the case of crossing continuous foundations, the program conservatively designs each of those foundations for the full column reaction. Since each was designed for the full load it&amp;#39;s probably OK. More on that here:&amp;nbsp;&lt;a href="https://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/8147.ram-ss-foundation-faq"&gt;communities.bentley.com/.../8147.ram-ss-foundation-faq&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;In the case of an intersecting spread footings, or spread footings intersecting continuous footings, the program determines the soil bearing pressure for each in a vacuum, so potentially you could overburden the soil where the footings intersect. A small overlap like this may be fine, especially if the design was controlled by something other than soil pressure, but of course you&amp;#39;ll have to find a way to detail it for the contractor.&lt;/p&gt;
&lt;p&gt;Note, in either case, Ram Concept can be used along with a mat foundation (perimeter modeled in Ram Modeler) to check the combined foundation with any plan geometry in a more sophisticated way.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Foundation Intersection</title><link>https://communities.bentley.com/thread/389006?ContentTypeID=1</link><pubDate>Wed, 26 Oct 2016 17:02:41 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0f6f3156-6289-4bfd-81bd-2e0f586f4c09</guid><dc:creator>Amber Hoey</dc:creator><description>&lt;p&gt;&lt;a href="/cfs-file/__key/communityserver-discussions-components-files/5932/fdn-intersection.JPG"&gt;&lt;img src="/resized-image/__size/940x0/__key/communityserver-discussions-components-files/5932/fdn-intersection.JPG" alt=" " /&gt;&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>