Sawcut joints locations vary (some between beams, some at girders. Occur both parallel and perp to purlin span). Composite deck is fairly stout and will likely have enough reserve capacity, primary concern is in regards to the beams.
What about the effect of the control joints relative to...
I have a recently constructed composite slab on metal deck /steel beam floor system that the contractor has sawcut in 1 1/4" control joints. This comprimises the gravity capacity of the floor system.
Is there a method in which to treat the control joint to re-establish the contrete section...
