If the gross bearing capacity of a strip footing 1.5 m wide located at depth of 1 m clay is 400 kN/m2, its net bearing capacity for \(\gamma\) = 20 kN/m3 is

1
370 kN/m2
2
340 kN/m2
3
390 kN/m2
4
360 kN/m2
5
380 kN/m2

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