<?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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Large Deflection Warning in RAM Concept</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/168669/large-deflection-warning-in-ram-concept</link><description>I&amp;#39;m trying to design a mat foundation. When I run the calcs I&amp;#39;m getting this warning as in the pic above. Does anyone know if this is concerning? The deflections are around 0.78&amp;quot; for D+L load case.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Large Deflection Warning in RAM Concept</title><link>https://communities.bentley.com/thread/744872?ContentTypeID=1</link><pubDate>Tue, 06 Dec 2022 16:23:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:82b80c7f-fbd6-474d-8700-90900f22c2f0</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Yes, exactly.&amp;nbsp; I don&amp;#39;t know exactly what the&amp;nbsp;threshold is for large displacement warnings, but it&amp;#39;s pretty small (maybe as a percentage of the model size).&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection Warning in RAM Concept</title><link>https://communities.bentley.com/thread/744871?ContentTypeID=1</link><pubDate>Tue, 06 Dec 2022 16:14:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d1cb4cba-6678-4ddd-a20c-94147a9093f6</guid><dc:creator>Chris Gerding</dc:creator><description>&lt;p&gt;Thanks for the quick response Seth. Lateral deflections for the model with the warning message are 0.00106&amp;quot; and 0.00152&amp;quot; for the x and y directions, respectively. The lateral deflections for the other mat foundation model without the warning are 0.00219&amp;quot; and -0.00305&amp;quot; for x and y directions, respectively.&lt;/p&gt;
&lt;p&gt;I varied the area springs&amp;nbsp;KFr and KFs values from 0.1 to 0.15 and the warning went away. Is it possible that this warning is indicating the mat foundation is sliding?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection Warning in RAM Concept</title><link>https://communities.bentley.com/thread/744866?ContentTypeID=1</link><pubDate>Tue, 06 Dec 2022 15:49:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4eac8c2c-0745-4591-9d4c-35812181472d</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Did you check the lateral deflection, and if so how much is it? Surely your 2 models are different in&amp;nbsp;several&amp;nbsp;ways; the shape of the mat, the magnitude of the lateral load, etc.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection Warning in RAM Concept</title><link>https://communities.bentley.com/thread/744861?ContentTypeID=1</link><pubDate>Tue, 06 Dec 2022 15:17:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e0f5bfde-c97e-4a26-a6b6-cb977d69eb5c</guid><dc:creator>Chris Gerding</dc:creator><description>&lt;p&gt;I am also having receiving this warning message. I modeled and analyzed one mat foundation by importing through RAM SS, where I did not receive this warning message. As I am now analyzing a second mat foundation from this same model, I am receiving this warning. The mat foundations have area springs set up, and have very similar vertical and lateral deflections between the two concept models.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection Warning in RAM Concept</title><link>https://communities.bentley.com/thread/483898?ContentTypeID=1</link><pubDate>Mon, 01 Oct 2018 14:58:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fe6d6c8d-ad93-4329-a238-2d7f287a7ab7</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;You can plot lateral deflection (plan X or Y directions) for any load case or combination.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection Warning in RAM Concept</title><link>https://communities.bentley.com/thread/483739?ContentTypeID=1</link><pubDate>Fri, 28 Sep 2018 22:52:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b2ada1f5-7819-4218-bd1e-1f1e3e9dba2c</guid><dc:creator>Karthik Madhur</dc:creator><description>&lt;p&gt;Seth Thank you! But I don&amp;#39;t have any lateral loads applied in the model. Is there a way to check the sliding of the mat ?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Large Deflection Warning in RAM Concept</title><link>https://communities.bentley.com/thread/483736?ContentTypeID=1</link><pubDate>Fri, 28 Sep 2018 22:38:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:aabf396f-8dbf-4b01-9f9e-c77175b6e9a0</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;If you only provide vertical supports and have any lateral loads the entire mat can slide. This can result in instability or large lateral deformations.&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/3038/ram-instability-in-finite-element-analysis-tn#mat"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/3038/ram-instability-in-finite-element-analysis-tn#mat&lt;/a&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>