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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>Staad Foundation</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/249118/staad-foundation</link><description>A snap of the warning from STAAD is attached below. I am designing a combined footing using 318-14, I just want to ask how can i fix this warning or is this neglible? The complete warning is: &amp;quot; COLUMN NO 1 EXERTS AN UPLIFT FORCE ON THE FOOTING FOR CURRENT</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Staad Foundation</title><link>https://communities.bentley.com/thread/778572?ContentTypeID=1</link><pubDate>Mon, 21 Aug 2023 13:04:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:81a42cec-8793-4f0e-bddb-ba1b6460ea47</guid><dc:creator>Aswathi A</dc:creator><description>&lt;p&gt;No. This is just a warning to alert the user that we are not checking the punching shear for uplift cases.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Staad Foundation</title><link>https://communities.bentley.com/thread/778317?ContentTypeID=1</link><pubDate>Fri, 18 Aug 2023 08:22:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dbc37463-793a-47da-bf14-934d758d803a</guid><dc:creator>Jayvee Valeroso</dc:creator><description>&lt;p&gt;do you know how can I&amp;nbsp;fix it&amp;nbsp;&lt;span&gt;without removing the said load cases?&lt;/span&gt; Thank you&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Staad Foundation</title><link>https://communities.bentley.com/thread/778316?ContentTypeID=1</link><pubDate>Fri, 18 Aug 2023 08:19:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:94ce8dee-d4a7-4434-9664-7c3d3ca13d83</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Loads in load cases 9 and 10 create an uplift in the foundation, that&amp;#39;s why this warning is reported.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Staad Foundation</title><link>https://communities.bentley.com/thread/778308?ContentTypeID=1</link><pubDate>Fri, 18 Aug 2023 07:51:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ad6bf80b-fcbc-4263-b089-529d9487c24a</guid><dc:creator>Jayvee Valeroso</dc:creator><description>&lt;p&gt;This are the load cases I used for the footing design,&amp;nbsp;&lt;br /&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1692344827518v1.png" alt=" " /&gt;&lt;br /&gt;Attached is also the file for my foundation design.&amp;nbsp;&lt;br /&gt;&lt;a href="https://drive.google.com/file/d/1ZuZ-oqvcQHLj0XNUULY7aX3jR5p_HUd4/view?usp=sharing"&gt;drive.google.com/.../view&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Staad Foundation</title><link>https://communities.bentley.com/thread/778291?ContentTypeID=1</link><pubDate>Fri, 18 Aug 2023 06:51:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bc176b17-a7a0-4793-bbf8-8a2698042cc6</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;As the error says, there is an uplift for a certain column for some load case, that&amp;#39;s why the punching shear check is not performed. Make sure that you are performing the design for the load combinations only, but not for primary load cases to avoid the uplift.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>