As an engineer, I've done a couple of these designs. You use specific steel decking made for this, and welded on studs that come up into the concrete to adhere the steel to the cured concrete. The steel becomes the tension reinforcing for the concrete slab, once it is placed and cured. The technique involves cribbing up the steel into position, welding the studs on, placing the concrete, letting it cure, and then removing the cribbing. You can span long distances; typically I've tried to design intermediate supports at about 12'o.c. to lessen deflection. The entire floor becomes a diaphragm, so the shear is transferred to the outside walls and usually that's not a problem, depending on house design, because it takes some pretty stout walls to hold up the weight of the floor. My preference is to have concrete walls; there's a lot of dead weight to hold up in a 4" or 6" thick garage sized slab, in addition to the live weight of cars and stuff.