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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>Modeling of Stiff Pier Shaft</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/171886/modeling-of-stiff-pier-shaft</link><description>Dear Respected colleagues, as you can see from the attached images, i need help in modeling the true behavior of my pier system as shown in the 3D view. Since one pier is very stiff in transverse direction, there should be no deflection of any sorts but</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Modeling of Stiff Pier Shaft</title><link>https://communities.bentley.com/thread/495101?ContentTypeID=1</link><pubDate>Tue, 04 Dec 2018 08:36:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d826bdd7-70c8-4e69-b551-64f0508b37d8</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;I would recommend modelling the structure using meshed plates in order to get the expected results.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>