3 ft 5 ft n 800 psf 10 ft Y, = 121 pcf $, = 33°, c,' = 0 Layer 1 Y2 = 120 pcf 2 = 28°, c, = 0 10 ft Layer 2 Note: Figure is NOT to sca

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For the retaining wall below: (a).Determine the lateral earth pressure distribution due only to the distributed load. Show your work (e.g., sample calculation) to plot the graph for distribution. b.Determine and plot the total lateral earth pressure distribution acting on the wall (assuming drained, active conditions).
3 ft 5 ft
800 psf
10 ft
Y, = 121 pcf
$,' = 33°, c,' = 0
Layer 1
Y2 = 120 pcf
$2 = 28°, c, = 0
%3D
10 ft
Layer 2
Note: Figure is NOT to scale.
Transcribed Image Text:3 ft 5 ft 800 psf 10 ft Y, = 121 pcf $,' = 33°, c,' = 0 Layer 1 Y2 = 120 pcf $2 = 28°, c, = 0 %3D 10 ft Layer 2 Note: Figure is NOT to scale.
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