FEM Analysis output for negative live load are significantly different than the values in the Line Girder analysis. CSibridge FEM model produces values closer to the liner girder analysis.https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/233770/fem-analysis-output-for-negative-live-load-are-significantly-different-than-the-values-in-the-line-girder-analysis-csibridge-fem-model-produces-values-closer-to-the-liner-girder-analysisHello. I am using LEAP bridge steel to compare results from a CSiBridge refined model. The model is a 2 span bridge with fixed supports at the ends to obtain the max negative live load at the abutments. All the moments and shears have correlated prettyen-USTelligent Community 12RE: FEM Analysis output for negative live load are significantly different than the values in the Line Girder analysis. CSibridge FEM model produces values closer to the liner girder analysis.https://communities.bentley.com/thread/725588?ContentTypeID=1Tue, 09 Aug 2022 09:13:38 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:853fcada-fb29-4bf9-b2d6-319ad5e7b927Vinay mysore<p>Please double check if the LLDF are same for both FEM and LGA.</p> <p>Please email me the concerned file so that i can test this issue on my machine.</p> <p>My email is &quot;Vinay.Mysore@Bentley.com&quot;</p><div style="clear:both;"></div>