Correct option is B
Given,
Gross bearing capacity (qg ) = 420 kN/m²
Unit weight of soil = 20 kN/m³
Depth of footing = 1.2 m
So,
Net bearing capacity
���� = ���� − ������= 420 – 20 × 1.2
= 396 kN/m²
Given,
Gross bearing capacity (qg ) = 420 kN/m²
Unit weight of soil = 20 kN/m³
Depth of footing = 1.2 m
So,
Net bearing capacity
���� = ���� − ������= 420 – 20 × 1.2
= 396 kN/m²