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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>RAM Foundation: Uplift of Complete Footing</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/212020/ram-foundation-uplift-of-complete-footing</link><description>When designing a footing in RAM Foundations for uplift due to a steel brace frame we have adjusted to uplift Safety Factor to 1.0 
 
 Moments on the footing due to shear loads have not been included because it has been determined that the soil will be</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM Foundation: Uplift of Complete Footing</title><link>https://communities.bentley.com/thread/662688?ContentTypeID=1</link><pubDate>Tue, 27 Jul 2021 05:53:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1279529a-e537-4c96-94c1-876977977b7e</guid><dc:creator>Abdisa Musa</dc:creator><description>&lt;p&gt;Follow-up question. If I uncheck include self-weight in checking soil stress, does the program still consider the self-weight for the uplift check?&lt;/p&gt;
&lt;p&gt;I&amp;nbsp;want&amp;nbsp;to exclude self-weight in the bearing check and include the self-weight in the uplift check. Is this possible? thanks.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1627364895388v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Foundation: Uplift of Complete Footing</title><link>https://communities.bentley.com/thread/659609?ContentTypeID=1</link><pubDate>Thu, 08 Jul 2021 17:20:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:466e3208-414c-4b5a-8fa5-4903e32ca708</guid><dc:creator>Abdisa Musa</dc:creator><description>&lt;p&gt;Thank you Seth.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Foundation: Uplift of Complete Footing</title><link>https://communities.bentley.com/thread/659607?ContentTypeID=1</link><pubDate>Thu, 08 Jul 2021 17:04:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:73c15da0-4cfd-4863-ac23-8b1920da6e19</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Check this:&amp;nbsp;&lt;a href="/other/old_site_member_blogs/bentley_employees/b/josh_taylors_blog/posts/spread-footing-overturning-and-uplift-checks-in-ram-foundation"&gt;https://communities.bentley.com/other/old_site_member_blogs/bentley_employees/b/josh_taylors_blog/posts/spread-footing-overturning-and-uplift-checks-in-ram-foundation&lt;/a&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;The user can specify an uplift safety factor, but for spread footing &lt;span style="text-decoration:underline;"&gt;overturning&lt;/span&gt; we are using 1.0. We can&amp;#39;t evaluate something with a FS &amp;lt; 1.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Foundation: Uplift of Complete Footing</title><link>https://communities.bentley.com/thread/659579?ContentTypeID=1</link><pubDate>Thu, 08 Jul 2021 15:09:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2de36524-877e-4763-a8c7-f981c6ed29ec</guid><dc:creator>Abdisa Musa</dc:creator><description>&lt;p&gt;Hi Karl,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I am researching overturning FS in RAM Foundation in this forum. Does the design error &amp;quot;Excessive Moment in Minor or Major Direction&amp;quot; result with a factor of safety FS less than 1 or 1.5? I see you noted 1.5 above.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;In addition, I have the following questions.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;1. Is that 1.0 the default FS against overturning RAM Foundation?&lt;/p&gt;
&lt;p&gt;2. is there a way to allow FS against overturning less than 1.0 in RAM Foundation?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks,&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Foundation: Uplift of Complete Footing</title><link>https://communities.bentley.com/thread/642707?ContentTypeID=1</link><pubDate>Fri, 02 Apr 2021 21:11:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:be75ad4c-2e0c-4e23-9be1-ed23e8cac0b2</guid><dc:creator>Karl G</dc:creator><description>&lt;p&gt;The &amp;quot;Uplift on Complete Footing&amp;quot; error is associated with a concrete load combination and is produced because the option marked in the image below is checked.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Even if that option is unchecked, Service Load Combination #320 would have an Overturning SF of 1.3 in the minor direction and would produce a &amp;quot;Excessive Moment in Positive Minor Direction&amp;quot; error&amp;nbsp;since it is less than 1.5.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/532x309/__key/communityserver-discussions-components-files/5932/Uplift-Concrete-LC.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Foundation: Uplift of Complete Footing</title><link>https://communities.bentley.com/thread/642702?ContentTypeID=1</link><pubDate>Fri, 02 Apr 2021 19:26:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bb42b2ca-829c-44cc-8953-1eef699e339c</guid><dc:creator>Alex Bragg</dc:creator><description>&lt;p&gt;The issue was still present after removing all other service load combinations. I have uploaded the file to the Secure File Upload, it is named CCC - Little Rock&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Foundation: Uplift of Complete Footing</title><link>https://communities.bentley.com/thread/642697?ContentTypeID=1</link><pubDate>Fri, 02 Apr 2021 18:25:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e5c63978-96c7-43b1-bf9b-21389a86fcbd</guid><dc:creator>Karl G</dc:creator><description>&lt;p&gt;The error message may be associated with a load combination other than #320, which is governing the uplift and overturning checks. To test, uncheck all service load combinations besides #320 and see if the report outputs the same error.&lt;/p&gt;
&lt;p&gt;If questions remain, please share your model using our&lt;a href="/help/w/be_communities_help/7079/communities-secure-file-upload"&gt; Secure File Upload&lt;/a&gt; and post the file name here after it is uploaded.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>