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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>Seismic Load Generator</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/224858/seismic-load-generator</link><description>I am using the seismic load generator for the first time. Can you please verify that I have applied it correctly? This is a viaduct with a long through-truss span.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Seismic Load Generator</title><link>https://communities.bentley.com/thread/693122?ContentTypeID=1</link><pubDate>Mon, 24 Jan 2022 12:52:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:604d5488-d216-4794-912b-8e971701d0b9</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;In your model your have a REPEAT LOAD commands, so each static seismic load case has to have a PERFORMA ANALYSIS and CHANGE commands after it. A more detailed explanation can be found here:&amp;nbsp;&lt;a href="/products/ram-staad/w/structural_analysis_and_design__wiki/57823/warning-if-this-ubc-ibc-analysis-has-tension-compression"&gt;WARNING IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION - RAM | STAAD Wiki - RAM | STAAD - Bentley Communities&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;Everything else seems to be modeled correctly.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>