Question: , Dead load is 3 5 0 kips; live load is 2 7 5 kips. Soil density is 1 3 0 lb > ft 3

,Dead load is 350 kips; live load is 275 kips. Soil
density is 130 lb>ft3
. Allowable soil pressure is
4500 psf. Column is 18 in. square. f =
c =3500 psi
(normal weight), and fy =60,000 psi.Place bottom
of footing at 5 ft below floor level.

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