<?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>NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/230798/no-loading-defined-for-ubc-load-run-terminated</link><description>1. STAAD SPACE DXF IMPORT OF CAD FILE.DXF INPUT FILE: C:\Users\SHASHANK KUMAR\OneDrive\Desktop\structure.STD 2. START JOB INFORMATION 3. ENGINEER DATE 05-JUN-22 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 -0.5 0</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.</title><link>https://communities.bentley.com/thread/715075?ContentTypeID=1</link><pubDate>Mon, 06 Jun 2022 07:13:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6984cb4f-f865-4456-aa8b-8d4bb248881d</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;You can use Mass Model generator to create mass reference load case-&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/58287/how-to-use-mass-model-generator"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/58287/how-to-use-mass-model-generator&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.</title><link>https://communities.bentley.com/thread/715051?ContentTypeID=1</link><pubDate>Mon, 06 Jun 2022 05:04:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2de98c95-6120-41d0-907e-019452c4177b</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;In your model I can not see any load associated with seismic definition. You may create a mass reference load case with all necessary loads and that will solve the issue. You may refer below link for more details.&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction#:~:text=Reference%20Loads%20is%20a%20powerful,in%20creating%20primary%20load%20cases"&gt;https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/4014/reference-loads-an-introduction#:~:text=Reference%20Loads%20is%20a%20powerful,in%20creating%20primary%20load%20cases&lt;/a&gt;.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="/products/ram-staad/f/ram-staad-forum/230772/i-have-a-problem-with-staad-pro-messege-error-no-loading-defined-for-ubc-load-run-terminated"&gt;https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/230772/i-have-a-problem-with-staad-pro-messege-error-no-loading-defined-for-ubc-load-run-terminated&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>