<?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>Buckling Factor for Simple Pinned Column</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/229054/buckling-factor-for-simple-pinned-column</link><description>Hi, 
 
 I used the verification example for the buckling factors for determining the critical buckling loads for a simple column (pinned pinned). 
 
 However I get different results every time I run them. How do I ensure that the values I get are the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Buckling Factor for Simple Pinned Column</title><link>https://communities.bentley.com/thread/708948?ContentTypeID=1</link><pubDate>Thu, 28 Apr 2022 06:08:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2855c340-a81d-43bf-92bb-be2123f302d2</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Try dividing the column into more segments (say 4 parts) to get more accurate results.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>