Well, for sake of argument (and to reduce the amount of C-4 needed), let's assume lightweight concrete without rebar (other options are dense concrete or reinforced concrete). Our formula is
P=R3KC
Where P is pounds of TNT, R is the thickness, K is the material factor, and C the tamping factor.
So, let's assume a minimal C-4 needed. We'll use K=.88 for lightweight concrete less than .3 meters thick, C=1.0 assuming charges placed in the center of the floor thickness, and R=2 inches (about .166 feet).
So we get
P=0.1663*0.88*1.0 = 0.004025 lbs. per charge. With C-4's ReF of 1.34, that means 0.003004 lbs. per charge. Not much, but we're asssuming a charge placed every 4 inches (to waste less blast above and below the floor). So, that number is how much C-4 is needed to destroy concrete in a 2 inch radius around the charge. Again, fo rsake of argument, let's assume the radius is cubical, and each of these charges will pulverize 0.0046296 ft3 of concrete.
Now, we have 32,000 cubic meters of concrete, approximately, which gives us 1,130,060 ft3, roughly. Divide that by how much our charges destroy and you get 244,094,522 charges, which equates to 733,260 lbs of C-4, or about 365 tons.
Let's get a bit more reasonable and assume a charge placed every 15 feet in a grid. Our K value now becomes 0.27 for concrete over 2.1 meters. C stays the same, and R is 7.5:
P=7.53*.27*1.0 = 113.90625 lbs of TNT or 85 lbs. of C-4 per charge (rounded down slightly). Each of these charges will take out a 15' by 15' by 4 inch area of flooring (floor is only 4 inches thick), or 75 cubic feet. So, using our figure of 1,130,060 ft3 of concrete, that gives us 15067 charges, or 1,280,695 lbs. of C-4, or 640 tons. As you increse the charge size, the amount required goes up.
Thanks dub, azazal. Sounds like concrete over the steel, so we can effectively ignore the steel. Actually, you could figure that the steel would add to the destructive force in my second scenario (larger charges) by reflecting some of the blast back into the concrete, But it's only going to be a reduction of 30% to 40% at best.
Oh, and just an aside, my figures for Christophera's reinforced concrete core did NOT include cutting the reinforcement, just the concrete.