engineering recuitment NHPC JE & THDC JE 2023 Mock Test Soil Mechanics and Foundation Engineering Vertical Stress Distribution
A square footing of 2 m side is subjected to a vertical load of 2000 kN. Assuming load dispersion as 2V: 1H, the stress at a depth of 4 m below the base of the footing is
1
500 kPa
2
55.56 kPa
3
50 kPa
4
45.56 kPa