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In Leap Bridge Steel, I have a curved bridge, so the girder lengths are not integer values. Under the Member Definition tab I'm unable to manually input flange plate lengths to a sufficient decimal in order to be able to run analysis (see below for the…

Hi, In the article below it mentions that the issue where "Distance from top of concrete deck to the neutral axis of the composite section at the plastic moment was incorrectly calculated." is fixed. However, I'm still running into this problem when…

The bridge I'm working on consists of a 3 span bridge with 2 units, a simple span followed by a 2 span continuous. The bridge was modeled using the BIM workflow. Once the model was complete I used the "Send to Leap Bridge Steel" button for the simple…

Hello, I have a 3 span continuous steel beam model. When validating the support reaction using RISA I'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 loading…