Design a plain concrete wall footing to carry a 12-in-thick, Mechanical Engineering

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Design a plain concrete wall footing to carry a 12-in-thick

Design a plain concrete wall footing to carry a 12-in.-thick reinforced concrete wall. Service loads are 2.3 kips/ft dead load (includes the weight of the wall) and 2.3 kips/ft live load. Use f′ _c = 3000 psi and an allowable soil pressure of 4000 psf. Assume that the bottom of the footing is to be 4 ft below grade. The weight of earth we = 100 lb/ft³.

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Mechanical Engineering: Design a plain concrete wall footing to carry a 12-in-thick

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Mechanical Engineering: Design a plain concrete wall footing to carry a 12-in-thick

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