https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/217190/leap-steel-live-load-reaction-at-pier-calculationHello, I have a 3 span continuous steel beam model. When validating the support reaction using RISA I&#39;m getting a different result from RISA using the same lane loading details. This model was ran in line girder analysis. Per LEAP Steel lane loadingen-USTelligent Community 12https://communities.bentley.com/thread/662707?ContentTypeID=1Tue, 27 Jul 2021 07:17:48 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5d1874c7-2758-47dd-a310-53f6dca2bef5Vinay mysore<p>I have received your email and i have created a service request and i have started look into this issue and will get back to you at the earliest.</p><div style="clear:both;"></div>