For 2 way slabs, with shorter span (less than 3.5 m) and imposed load less than 3 kN / m2, the span to overall depth ratio of continuous slabs, with mild steel reinforcement is:
1
35
2
28
3
32
4
40
For 2 way slabs, with shorter span (less than 3.5 m) and imposed load less than 3 kN / m2, the span to overall depth ratio of continuous slabs, with mild steel reinforcement is: