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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>P-Delta of a single column</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/132192/p-delta-of-a-single-column</link><description>I&amp;#39;d like to perform a P-delta analysis of a long single column with a fixed base to see if the top of the column experiences any lateral displacement as a result of an applied axial load. 
 Will STADD do this for a sinle column without any external horizontal</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: P-Delta of a single column</title><link>https://communities.bentley.com/thread/403537?ContentTypeID=1</link><pubDate>Fri, 24 Feb 2017 19:47:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1ad87b6a-60ce-4fa3-b6da-16c59616f771</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Yes STAAD.Pro would be able to analyze the column. It does NOT&amp;nbsp;need to be part of a frame. Pdelta effects only come into the picture when you have vertical loads and lateral loads acting simultaneously. So you may add a very small disturbing force in the lateral direction with your vertical load.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>