Service dead load is 12 kipsft service live load is 8


Service dead load is 12 kips/ft, service live load is 8 kips/ft. Wall is 16 in. thick. Allowable soil pressure, qa, is 6000 psf. F'c = 3500 psi and fy = 60,000 psi. Design square spread footings for the following conditions.

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Mechanical Engineering: Service dead load is 12 kipsft service live load is 8
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