Analysis of a mixed Concrete and Steel Bridge

Hello,

I have a 4 span bridge with spans 1 and 4 have prestressed concrete girders while spans 2 and 3 have steel girders. Is there a way to analyze the whole bridge instead of breaking the bridge into units and then doing the analysis using their respective LEAP versions?

I am asking this question because I am not sure how LEAP performs the Live Load analysis. That is, let's say, if I analyze my bridge by breaking it into individual units, would LEAP consider a live load case where the front axle of the truck is on the span/unit I am analyzing while the back axle is on a different span/unit?