I'm designing an 8" elevated slab over metal deck. I'm designing the steel floor beams to be composite with the slab using shear studs. I'm designing the slab to have flexural steel (rather than using the metal deck itself as flexural reinforcement). I'd like to place the flexural/minimum ACI required steel in the center of the deck (3.25" from the top surface) so that it acts as positive and negative flexural reinforcement. Will this be enough reinforcement to control cracking in negative moment regions (such as over the tops of beams), or does it need to be closer to the top surface? This slab will not be covered by carpet (industrial facility), so the owner will see the cracks.