I have a better source than you do:
"Composite decking is designed to work together with the concrete floor topping to make a stiff, lightweight, economical deck. The metal decking serves as a tensile reinforcing for the concrete, to which it bonds by means of special rib patterns in the sheet metal or by small steel rods or wire fabric welded to the tops of the corrugations."
Composite construction is often carried beyond the step of decking to include the beams of the floor. This application related to installing shear studs to implement a strong shear connection to the composite system. The concrete adds resistance to compressive forces for the steel member. This essentially takes advantage of the unused strength of the concrete topping that has to be present in the construction anyway.
Source: Allen, Edward, Joseph Iano. Fundamentals of Building Construction 4th Edition. John Wiley & Sons, Inc. 2004
Chapter 11, page 410-411 will give you the full excerpt of source content. I think I was honestly unclear. The concrete on its own is not a structural component, it only works because the steel structure that comprises the floor frame gives it tensile strength and the concrete in turn, gives the structural steel component added rigidity. The word composite is extremely important. It is not a load bearing element contrary to what MM's claim implies. Rather it provides rigidity that increases the load bearing capacity of the truss & decking. Hence why comparing to a building such as Madrid's Windsor tower is DOA.