The correct option is C 945
Size of footing,
=1.5 m × 3 m
Depth of footing, Df = 1 m
γ = 18 kN/ m3
Nq = 24
C = 0
Water table is at a depth of 10 m (>1.5m) below the base of footing so it will not affect the bearing capacity.
Net ultimate bearing capacity for rectangular footing
qnu=(1+0.3BL) CNc+q(Nq−1)+(1−0.2BL)(12BγNγ)
=18×1×23+(1−0.2×1.53)×(12×1.5×18×20
=657kN/m2
Safe bearing capacity,
=qnufactor of safety
qsafe=6573
=219kN/m2
Safe load = qsafe×Area of footing
=219×1.5×3
= 985.5 kN
Here, closest answer is option (c)