<?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>How to fix ** ERROR: IBC/UBC LOAD CASES MUST BE FIRST AND NO MORE THAN 8 CASES ARE PERMITTED. **. structure is irregular and unsymmetrical. 12 seismic load cases are required</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245529/how-to-fix-error-ibc-ubc-load-cases-must-be-first-and-no-more-than-8-cases-are-permitted-structure-is-irregular-and-unsymmetrical-12-seismic-load-cases-are-required</link><description>STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: How to fix ** ERROR: IBC/UBC LOAD CASES MUST BE FIRST AND NO MORE THAN 8 CASES ARE PERMITTED. **. structure is irregular and unsymmetrical. 12 seismic load cases are required</title><link>https://communities.bentley.com/thread/766398?ContentTypeID=1</link><pubDate>Fri, 19 May 2023 04:50:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:920496bb-27a4-4f22-9d1b-2d9fbeee712b</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;I would suggest that you create X and Z directional static seismic load case individually in primary load case and hen, create required load combinations. Please refer to the attached model.&lt;/p&gt;
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