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/m³ 0.5m 10° Yı = 18 kN/m $1 = 30° C1 = 0.0 %3D %3D 6m 1.5m 10.7m -0.7m0.7m- 2.6m

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/m³ 0.5m 10° Yı = 18 kN/m $1 = 30° C1 = 0.0 %3D %3D 6m 1.5m 10.7m -0.7m0.7m- 2.6m

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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Question

100%

ing:
this angle can
B = Y = tan 1
a,h
2.
Fa = Fai = (1-00)
Fy
-(-)
%3D
Problems:
1.
The cross section of the cantilever retaining wall shown below. Caleulate the
factor of safety with respect to overturning, sliding, and bearing capacity.
24 kN/m3
0.5m
Y1 = 18 kN/m
$1 = 30°
C = 0.0
6m
1.5m
0.7m
-0.7m-0.7m-
2.6m
Y2 = 19 kN/m
P2 = 24
C, = 40KN/m²
Ahmed S. AF-Agha
Page (190)
Retaining Walls

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