Roger N. answered 09/09/21
. BE in Civil Engineering . Senior Structural/Civil Engineer
You need to compute the moment and shear capacity of the beams and equate them to generated moment which includes both the known dead loads of the beams and the ply and solve for the live load load moment and then solve for the allowable Live load per beam and per unit area of the roof. If you send me the plans, I can solve this for you and I will schedule you for a session to explain this. The plan should have the information I need including the beams type and properties