Maurice Tutor

(5)

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Teaching Since: May 2017
Last Sign in: 399 Weeks Ago, 1 Day Ago
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  • MCS,PHD
    Argosy University/ Phoniex University/
    Nov-2005 - Oct-2011

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    Phoniex University
    Oct-2001 - Nov-2016

Category > Computer Science Posted 27 Aug 2017 My Price 5.00

soil pressure

Completely design the cantilever retaining wall shown. The height of wall hw is 22 ft, the backfill is level, the surcharge is 600 psf, we = 100 lb/ft3, h′ = 4 ft, Ka = 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 fy = 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  and  in./ft. The design is to be in accordance with the ACI Code (318-08).

Answers

Maurice Tutor
(5)
Status NEW Posted 27 Aug 2017 02:08 PM My Price 5.00

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