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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>Jayvee Valeroso's Activities</title><link>https://communities.bentley.com/members/1c38295b_2d00_8612_2d00_44ac_2d00_9fbb_2d00_d4b1718e0b21</link><description>Jayvee Valeroso's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Staad Foundation</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/249118/staad-foundation</link><pubDate>Fri, 18 Aug 2023 06:28:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b075e1a7-321d-4c3d-bd8a-cb4f9bfca74a</guid><dc:creator>Jayvee Valeroso</dc:creator><description>&lt;p&gt;A snap of the warning from STAAD is attached below. I am designing a combined footing using 318-14, I just want to ask &lt;span style="font-size:150%;"&gt;how can i fix this warning or is this neglible?&lt;/span&gt;&lt;br /&gt;&lt;br /&gt;The complete warning is: &amp;quot;&lt;span style="color:#ff0000;"&gt;COLUMN NO 1 EXERTS AN UPLIFT FORCE ON THE FOOTING FOR CURRENT LOADCASE. THEREFORE THE PUNCHING SHEAR CHECK IS SKIPPED BY SETTING THE PUNCHING STRESS/ FORCE TO ZERO&lt;/span&gt;.&amp;quot;&lt;/p&gt;
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