Q 02 Design Wall Footings To Be Supported 3ft Below Grade For The Following Conditions Assume A Soil Density Of 120lb 1 (23.98 KiB) Viewed 37 times
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Q#02. Design wall footings to be supported 3ft below grade for the following conditions. Assume a soil density of 120lb/ft3 and normal-weight concrete for both problems. CLO-2, PLO-3, C-6 a) Service dead load is 6kips/ft, service live load is 8kips/ft. Wall is 12 in. thick. Allowable soil pressure, qa is 4000psf. fc=3500psi and fy=60,000psi. b) Service dead load is 15kips/ft, service live load is 8kips/ft. Wall is 16in. thick. Allowable soil pressure, qa is 6000psf. fc=3000psi and fy=60,000psi.
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