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