<?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>Combined Footing Design</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/54926/combined-footing-design</link><description>I&amp;#39;m currently designing combined footings for moment frames. One of the columns on the footing is fixed in both directions, so there are moments and shears applied in both the major and minor footing direction. RAM SS only designs for the Major direction</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Re: Combined Footing Design</title><link>https://communities.bentley.com/thread/129344?ContentTypeID=1</link><pubDate>Tue, 25 May 2010 21:14:41 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:28855737-eb61-4335-a7d5-b9b46e129567</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Biaxial bending moments (column reactions) are considered in the combined footing design of RAM Elements. These moments affect the soil stresses and overturning checks and are also therefore considered in the concrete design.&lt;/p&gt;
&lt;p&gt;If you ever had a case were the rigid member assumption was not valid you could also analyze that in the main RAM elements module using an array of shell elements supporting the frame with compression only springs at each corner node.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>