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Can someone please define/review my understanding of the following Deflection loads shown in the beam results report? Initial Load = dead and live construction loads + deck and beam self weights Live Load = live load Post Comp Load = super imposed…

Why is the live load deflection shown in the Camber and Deflection tables so much different than the live load deflection values in the analysis tab? Which one is the actual service level deflection?

How does leap concrete bridge calculate the deflection due to live load on prestressed concrete girders below cast in place slab. I tried all types of presence factors, aashto... etc . Could reach to similar results