<?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/"><channel><title>Nic Scanlan's Communities Activities</title><link>https://communities.bentley.com/members/e1aa6df7_2d00_c106_2d00_4336_2d00_b21d_2d00_45a97b787429</link><description>Recent activity for people in Nic Scanlan's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Ram connection - beam splice - analysis type</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/225374/ram-connection---beam-splice---analysis-type</link><pubDate>Fri, 04 Feb 2022 03:55:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:454931e0-4737-462a-be34-fd9d7ebf10e4</guid><dc:creator>Nic Scanlan</dc:creator><description>&lt;p&gt;In Limcon for a beam splice you could previously choose the analysis type (simplified - [axial and Bending in flanges shear in webs], elastic - [an elastic distribution of forces between web and flanges] or plastic - [a plastic distribution of forces]. This is covered under section 3 of ASI design guide 13.&lt;/p&gt;
&lt;p&gt;How do i do a similar calculation in RAM connection where i take the plastic distribution of forces and utilise the web plates for both moment and shear?&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>Fri, 04 Feb 2022 03:55:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ded05f42-80d4-4e4e-bd78-d97b50fe0a6c</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>