I can help.
I'm gathering my questions for you
What is the city and state?
What is the rafter length? 12'? 14'? The ridge is only spanning 10', not 24'?
Ok. 12' rafters in each side
Give me a few minutes to run some numbers
A double 1.75 x 9.25 2.0E LVL works for strength, but deflection is higher than desirable for a ridge beam. The strength does work, though. If you can get a triple in, that will get you closer to where you need to be for deflection.
I can provide detailed calculations for bending, shear, and deflection as an additional service. I can submit the offer and if you accept it, I will post th calculations for you by 5 pm EST