A reinforced concrete floor system consists of a continuous one way slab built monolithically with its supporting beam to carry the dead load for nonstructural lightweight concrete is 1 kN/m² and service live load of 6 kN/m² uniformly distributed over its surface in addition to its own weight is as shown in Figure - III. Design the end span slab and sketch your rebar arrangement by following the provisions of ACI code. Provide material properties for concrete and reinforcing steel used in your design. End span slab 4.5 m Typical interior slab 4.5 m