Completely design the cantilever retaining wall

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Reference no: EM131169066

Completely design the cantilever retaining wall shown. The height of wall h_w is 22 ft, the backfill is level, the surcharge is 600 psf, w_e = 100 lb/ft³, h′ = 4 ft, K_a = 0.30, and the allowable soil pressure is 4 ksf. Use a coefficient of friction of concrete on soil of 0.5, f′ _c= 3000 psi, and f_y= 60,000 psi. The required factor of safety against overturning is 2.0 and against sliding is 1.5. The wall batter should be between ¼ and ½ in./ft. The design is to be in accordance with the ACI Code (318-08).

969_Cantilever Retaining Wall.jpg

Reference no: EM131169066

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