https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/100782/lars---asd-ratingI ran an LFD rating for a 3 span continous composite steel girder. The rating factors were less than 1, with the interior beam controlling. The client asked that we run it in ASD since the orginal steel design used the elastic design method. I changeden-USTelligent Community 12https://communities.bentley.com/thread/298963?ContentTypeID=1Wed, 10 Sep 2014 19:37:50 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7f2c11b0-b9ad-4a8c-b36f-a77fe7b6a628RALBrIM<p>It is hard to say what may be the issue here. &nbsp;If you haven&#39;t done so try the latest LARS Bridge update on Select (v06.00.01.08). &nbsp;If the issue persists please submit a service ticket to Bentley Technical Support along with the LARS Bridge model</p><div style="clear:both;"></div>