the least lateral dimension of the member
sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
forty-eight times the diameter of transverse reinforcement
lesser of the above three values
20 m
30 m
45 m
60 m
3
1.5
2
2.5
effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
at the drop panel of slab
at the periphery of column
50 mm
100 mm
150 mm
200 mm