Given the height of the backfill shown, what is most nearly the height of the keyless concrete gravity wall shown required to adequately resist sliding with a factor of safety of 2? Use 150 Ibf/f* for the concrete unit weight and ignore cohesion. (A) 6.0 ft (B) 12 ft (C) 21 ft (D) 28 ft Clayey sand ye 105.7 pcf e= 150 psf *- 27° 8 15° mudline 4 ft 20 ft

Structural Analysis
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Chapter2: Loads On Structures
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Given the height of the backfill shown, what is most nearly the height of the keyless concrete gravity wall shown required to
adequately resist sliding with a factor of safety of 2? Use 150 lbf/f³ for the concrete unit weight and ignore cohesion.
(A) 6.0 ft
(B) 12 ft
(C) 21 ft
(D) 28 ft
Clayey sand
ym 105.7 pcf
e = 150 psf
* - 27"
8- 15°
8 ft
mudline
4 ft
20 ft
Hint: Based on the height of the wall, the weight of the wall is determined from the unit weight of concrete and the volume of the wall.
Transcribed Image Text:Given the height of the backfill shown, what is most nearly the height of the keyless concrete gravity wall shown required to adequately resist sliding with a factor of safety of 2? Use 150 lbf/f³ for the concrete unit weight and ignore cohesion. (A) 6.0 ft (B) 12 ft (C) 21 ft (D) 28 ft Clayey sand ym 105.7 pcf e = 150 psf * - 27" 8- 15° 8 ft mudline 4 ft 20 ft Hint: Based on the height of the wall, the weight of the wall is determined from the unit weight of concrete and the volume of the wall.
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