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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/"><channel><title>Brian Sapp's Communities Activities</title><link>https://communities.bentley.com/members/2f07e73e_2d00_542f_2d00_48d2_2d00_936f_2d00_848bb3d158b1</link><description>Recent activity for people in Brian Sapp's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RAM Elements Shell Interfaces</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/155108/ram-elements-shell-interfaces</link><pubDate>Fri, 25 May 2018 15:20:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a422578b-ebe6-4002-a23f-4e1e9190db4a</guid><dc:creator>Brian Sapp</dc:creator><description>&lt;p&gt;I am trying to model a beam that supports a parallel wall above, modeled as shell.&amp;nbsp; From the deformed shape, it appears that the wall is stiffening the beam and preventing it from deflecting rather than transferring the vertical load.&amp;nbsp; Is there a way to use the shell interfaces to release any in-plane connection between the shell and beam?&amp;nbsp; When trying to add an interface, I get an Error message stating &amp;quot;It is not possible to create interfaces from current element selection.&amp;quot;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Finite Element Analysis for Masonry</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/145349/finite-element-analysis-for-masonry</link><pubDate>Mon, 08 Jan 2018 22:06:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4be74280-80ef-4f6d-9e91-40d061774a95</guid><dc:creator>Brian Sapp</dc:creator><description>&lt;p&gt;There is an article in STRUCTURE magazine (&lt;a href="http://www.structuremag.org/?p=9911"&gt;http://www.structuremag.org/?p=9911&lt;/a&gt;) that describes using shell elements in FEA software to analyze complex masonry shear walls.&amp;nbsp; Are there any resources or examples that provide more information on how to do this using RAM Elements?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Mon, 08 Jan 2018 02:44:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:286d0874-d5c0-470c-b2e4-4aabf1a78eca</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>