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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.Pro ERROR MESSAGE ***
   NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/217610/staad-pro-error-message-no-loading-defined-for-ubc-load-run-terminated</link><description>Dear all, 
 I am a beginner in STAADPRO and I have already read some topics on this forum about this problem. And I tried to improve my model so on. 
 And I have a lot of warnings . Can anyone help me giving me some advices and tell me what&amp;#39;s wrong with</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: *** STAAD.Pro ERROR MESSAGE ***
   NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.</title><link>https://communities.bentley.com/thread/664737?ContentTypeID=1</link><pubDate>Thu, 05 Aug 2021 08:10:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:08222df7-5d3f-4d79-8099-9da7e7fac604</guid><dc:creator>Dimitri</dc:creator><description>&lt;p&gt;Thank you so much !  &lt;/p&gt;
&lt;p&gt;Have a nice day !&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: *** STAAD.Pro ERROR MESSAGE ***
   NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.</title><link>https://communities.bentley.com/thread/664348?ContentTypeID=1</link><pubDate>Tue, 03 Aug 2021 15:16:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5448844e-6bcb-4b46-b306-bd03be6a1350</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Most of the warnings will be removed by meshing the vertical plates - divide those plates vertically into 10 parts and those warnings will disappear.&lt;/p&gt;
&lt;p&gt;Material related warning is reported due to Dummy materials which you created - you can safely ignore it.&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;An explanation of this warning&lt;/p&gt;
&lt;p&gt;&amp;nbsp; **WARNING: IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION&lt;br /&gt;&amp;nbsp; OR REPEAT LOAD OR RE-ANALYSIS OR SELECT OPTIMIZE, THEN EACH&lt;br /&gt;&amp;nbsp; UBC/IBC CASE SHOULD BE FOLLOWED BY PERFORM ANALYSIS &amp;amp; CHANGE.&lt;/p&gt;
&lt;p&gt;can be found here: &lt;a href="/products/ram-staad/f/ram-staad-forum/91953/ibc-ubc-warning-in-my-canadian-seismic-load-model/264284#264284"&gt;https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/91953/ibc-ubc-warning-in-my-canadian-seismic-load-model/264284#264284&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>