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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>Beam offset and structural stiffness</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/234228/beam-offset-and-structural-stiffness</link><description>Dear, 
 If I use beam offset command, does it affects structural system stiffens? 
 e.g. I have portal frame, and offset of rafter downward for some amount. Support reactions changes.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Beam offset and structural stiffness</title><link>https://communities.bentley.com/thread/727252?ContentTypeID=1</link><pubDate>Fri, 19 Aug 2022 05:14:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b63f35b0-9eeb-40c3-b322-4713165adac3</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;The program creates rigid link in between the original location of the element and final location of element to transfer forces and that is the reason why you are getting changes in reaction values.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>