The correct answer is A. 4,120 kg.
The safe load on the column is the load that will not cause the column to fail. The failure of a column is caused by either compressive or tensile stress exceeding the permissible stress. In this case, the permissible compressive stress in concrete is 40 kg/cm2 and the permissible compressive stress in steel is 300 kg/cm2.
The area of the column is 20 cm à 20 cm = 400 cm2. The area of the steel reinforcement is 4 bars à 20 cm2/bar = 80 cm2.
The safe load on the column is therefore:
400 cm2 Ã 40 kg/cm2 + 80 cm2 Ã 300 kg/cm2 = 4,120 kg.
Option B is incorrect because it is the safe load on the column if the permissible compressive stress in concrete was 300 kg/cm2. Option C is incorrect because it is the safe load on the column if the permissible compressive stress in steel was 400 kg/cm2. Option D is incorrect because it is not a possible answer.