Question: I have a doubled decked box truss bridge with a bowstring arch and suspension cables. Given a known distributed load across both decks I have

I have a doubled decked box truss bridge with a bowstring arch and suspension cables. Given a known distributed load across both decks I have the support reactions at both ends of the cantilever. What steps do I need to perform to manually draw a bending moment diagram for the arch? Can you write this out using variables for forces? The height of the arch from the top of the truss is

122'

and it is

750'

long. The Cables are dispersed every

50'

from both ends of the arch.

I have a doubled decked box truss bridge with a

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