Reinforced with mesh or rebars to handle cracking caused by ground movement or temperature changes. Additional reinforcement may be used at joints or in areas with concentrated loads.

Typically reinforced with rebars laid in two layers—top bars in compression zones and bottom bars in tension zones. Distribution bars are used to hold everything in place.

The slab is reinforced with post-tensioned cables, which are tensioned after the concrete sets. This allows the slab to handle higher loads and reduces the thickness of the slab compared to a conventional slab.

The steel decking provides the primary reinforcement, and additional top steel reinforcement bars are placed in the tension zones to handle load-bearing requirements. The Bondek acts as permanent formwork, so no need for temporary supports.

Reinforced with a grid of rebar, typically with additional reinforcement (drop panels) around columns to resist punching shear. The top bars handle compression, and bottom bars resist tension.

Reinforced with longitudinal rebars in the ribs to handle tensile forces. The top slab has a layer of reinforcement to resist compressive forces.