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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>Makenzie Kuntz's Activities</title><link>https://communities.bentley.com/members/14168175_2d00_c3d2_2d00_4d5f_2d00_8053_2d00_b11de88b6c70</link><description>Makenzie Kuntz's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Internal Error in Advance Node Error</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/183558/internal-error-in-advance-node-error</link><pubDate>Mon, 05 Aug 2019 19:57:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:85a7f4c9-9ec2-4b5b-bf4f-9a5095a94a17</guid><dc:creator>Dolores Herrera</dc:creator><description>&lt;p&gt;I am getting the error message &amp;quot;Internal Error in AdvanceNodeList()&amp;quot; when entering the steel beam module. I was hoping you could help me resolve the issue? Thank you!&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/RAM-MODEL.rss"&gt;communities.bentley.com/.../RAM-MODEL.rss&lt;/a&gt;&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>Wed, 19 Aug 2020 01:18:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9f7ab311-1b08-4c2a-a03f-6c40e56cfbec</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Concrete Wall Module - Vertical Loads are not being applied</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/202017/concrete-wall-module---vertical-loads-are-not-being-applied</link><pubDate>Wed, 19 Aug 2020 20:08:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6266f693-961e-4e77-989a-2ec287a5a548</guid><dc:creator>Makenzie Kuntz</dc:creator><description>&lt;p&gt;I&amp;#39;m working in the RAM Elements Concrete Wall Module, and have applied a variety of loads (vertical DL&amp;nbsp;&amp;amp; LL, in-plane W, out-of-plane W). However, once analysis is run, the axial diagrams and report shows axial load = 0. It does account for the applied moment due to the eccentricity of these vertical loads. I&amp;#39;ve tried removing the eccentricity, applying concentrated loads, and distributed loads, and still the output for axial demand = 0. It seems that self-weight DL is the only vertical load being applied. Has anyone else run into this issue?&lt;/p&gt;
&lt;p&gt;(V15.00.00.18 of RAM Elements)&lt;/p&gt;
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