<?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>STAAD Foundation Adv - Mat foundation loads not shown in output</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/172464/staad-foundation-adv---mat-foundation-loads-not-shown-in-output</link><description>Hi, 
 I have a simple mat foundation model to which I have applied several loadcases with column reaction forces defined. These appear to be correctly defined as I can see them in the geometry window and they are listed in the load description correctly</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: STAAD Foundation Adv - Mat foundation loads not shown in output</title><link>https://communities.bentley.com/thread/497357?ContentTypeID=1</link><pubDate>Tue, 18 Dec 2018 19:42:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:21de56f8-a297-4e34-bc03-b00e35bbadc8</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;This is happening because the supports 2 to 5 are not included as part of the job.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>