Correct Answer - Option 3 : 41,200 kg
Explanation:
Safe load on column = Permissible stress in conc. × Area of concrete + Permissible stress in steel × Area of steel.
Given,
c/s of column = 20 cm × 20 cm
Area of reinforcement = 20 cm2
Per stress in concrete = 40 kg/cm2, Per stress in steel = 1300 kg/cm2
∴Safe load = 40 × (20 × 20 - 20) + 20 × 1300
= 40 × 380 + 20 × 1300
= 41200 kg