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Fall 2017 Assignment # 7 Due Date: Sunday, Jan 07 at the start of class Q. No. 1: Design a footing for a wall which is subjected to a dead load of 14 kips/ft and live load of 10 kips/ft. Geotechnical investigations show that the allowable bearing pressure of oil is 4.5 kips/ft Consider keeping the base of footing at 4 feet below the ground level. Use· =4000 psi and fy = 60,000 psi
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Raishree PAGE NO ssuniny p -1.s ITo take soil over burden in ac = 1-S 24 Lateral bendins and shear Por L-1ft Canilexer mamentRojshree PAGE NO 2. 0 0.37 Ett Eh CBS 8110:fn A11 shear tome at Lace at wall by d1Rx18 Hente Safe ayeinsh shear reiantement NRoishree DATE fy 60000-psi stan, the foundation width Th ThemiamwO 04 Adlop 5.5 Pt overal) depth nduliy cover 2f 16+ 2. step2

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