A strip footing is 1 m wide at its base. It is located at a depth of 0.8 m below the ground level. Consider unit weight of soil = 18 kN/m3, cohesion = 30 kN/m2 and the angle of friction = 20°, Calculate the safe bearing capacity of soil using terzaghi’s analysis. (Take Nq = 3.9. N= 11.8, Nγ = 1.7, factory of safety = 2.5.)

1
112.09 kN/m2
2
108.33 kN/m2
3
131.62 kN/m2
4
126.24 kN/m2
5
180 kN/m2

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