A reinforced concrete square column (0.26m × 0.26m) is
supported by a square isolated footing (spread footing). The
footing is of plain concrete, and concentrically loaded. An
engineer has suggested 1.25m × 1.25m footing. First, check the
sufficiency of footing dimension. If it is not sufficient, design
the footing in accordance with the requirements of ACI 318M-08 and
using the following available data:
Net allowable soil pressure: net qa = 170 kPa
Column loads (unfactored): D = 160 kN L = 100 kN
Column steel: six No. 25 bars; fy = 420 MPa, Esteel = 200000
MPa
Column concrete: f 'c = 25 MPa
Footing concrete: f 'c = 20 MPa
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