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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:- anchor
X= 18KN
10.Bm
86m
Y= 18.5kN
C=O
m
1.5m
5ilam
Ø =32°
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Fiqure 2.1
Figure 2.2
Surcharge
Im
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Fiqure 3,2

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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