Design and draw the final cross section of a one-wayreinforced
concrete slab for the inside of a building, where the span is l=3,6 m, and the applied live load is Â
LL = 7,02 KN m2 â„ . Normal-weight aggregate concrete isspecified with a density of 23. 5 KN m3 â„(reinforcement weight isincluded). Use the largest of claculated steel ratio Ï and0.75Ïmax.
Assume:
Es = 2 × 105 MPa, fc′ = 28 MPa and fy = 420 MPa
