Question

Design an isolated footing with one side limited to 7 ft for the following: 1 ft x 1 ft edge column, axial loads PD = 130 kip and PL = 155 kip, fc’ = 3,000 psi, fy = 60,000 psi, qa = 4 ksf, and a distance from top of backfill to bottom of footing is 4 ft. Assume the soil density is 100 pcf. For the column, fc’ = 5,000 psi. Sketch your design.

Answer 1