The cross section of the cantilever retaining wall shown below. Caleulate the factor of safety with respect to overturning, sliding, and bearing capacity. Ye = 24 kN/m2 0.5m 10° Yı = 18 kN/m $1 = 30° C = 0.0 %3D 6m 1.5m 10.7m 0.7m10.7m 2.6m Y2 = 19 kN/m P2 = 24 C, = 40KN/m² %3D Ahmed S. AH-Agha 000)

The cross section of the cantilever retaining wall shown below. Caleulate the factor of safety with respect to overturning, sliding, and bearing capacity. Ye = 24 kN/m2 0.5m 10° Yı = 18 kN/m $1 = 30° C = 0.0 %3D 6m 1.5m 10.7m 0.7m10.7m 2.6m Y2 = 19 kN/m P2 = 24 C, = 40KN/m² %3D Ahmed S. AH-Agha 000)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Problem (1) For the cantilever retaining wall shown in Figure, let the following data be given: H = 6 m, x1 = 0.3 m, x2 = 0.7 m, x3 = 1.6 m, x4 = 3.6 m, X5 = 0.8 m %3D Y1 = 17 kN/m³, Ø,' = 30, Y2 = 18 kN/m3,02' 31, c 0, c = 40 kN/m2 Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. %3D D = 1.8 m, a = 10 , Yconcrete = 24 kN/m2, k = k2 = P, = 0 %3D %3D 3' c= 0
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The cross section of the cantilever retaining wall shown below. Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. = 24 kN/m3 %3D 0.5m- 10° Y1 = 18 kN/m? P1 = 30° C1 = 0.0