When I generate live loads I do want the program to include the two design truck load for live load reactions but it does not seem correct to use that load when calculating braking forces. They should only be based on the design truck per AASHTO LRFD…

Hello, I am working in the substructure module of Bridge Concrete and I am seeing something that does not quite make sense to me, however I may be missing something. Under the loads tab, I added a braking force and did the auto-generate function with…