Figure 2.1 shows the general arrangement of a cantilever retaining wall. You may assume the unit weight of concrete to be 24kN/m³ and 8 = 0.75¢. Perform stability calculations to determine: (i) the factor of safety against sliding (ii) the factor of safety against overturning (iii) the maximum bearing pressure.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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- anchor
X= 18KN
10.Bm
86m
Y= 18.5kN
C=O
m
1.5m
5ilam
Ø =32°
To.hm
Fiqure 2.1
Figure 2.2
Surcharge
Im
soilo
Y Woter
Tolble
Soil@
Fiaure 3.1
Figure 23
B
R
A
e
|= RG
Fiqure 3,2
Transcribed Image Text:- anchor X= 18KN 10.Bm 86m Y= 18.5kN C=O m 1.5m 5ilam Ø =32° To.hm Fiqure 2.1 Figure 2.2 Surcharge Im soilo Y Woter Tolble Soil@ Fiaure 3.1 Figure 23 B R A e |= RG Fiqure 3,2
Figure 2.1 shows the general arrangement of a
cantilever retaining wall. You may assume the unit
(а)
weight of concrete to be 24KN/m3 and 8 = 0.75¢.
Perform stability calculations to determine:
(i) the factor of safety against sliding
(ii) the factor of safety against overturning
(iii) the maximum bearing pressure.
Transcribed Image Text:Figure 2.1 shows the general arrangement of a cantilever retaining wall. You may assume the unit (а) weight of concrete to be 24KN/m3 and 8 = 0.75¢. Perform stability calculations to determine: (i) the factor of safety against sliding (ii) the factor of safety against overturning (iii) the maximum bearing pressure.
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