Consider the smooth retaining wall shown in the figure below. Calculate the overturning moment at Point O in kN.m due to the surcharge only applied behind the wall. Assume that the surcharge is applied over a wide area. Consider a 1 m thickness in the out-of-plane direction

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider the smooth retaining wall shown in the figure below. Calculate the overturning moment at Point O in kN.m due to the surcharge only applied behind the wall. Assume that the surcharge is applied over a wide area. Consider a 1 m thickness in the out-of-plane direction

0.20 m
1.5 m
Y concrete = 25 kN/m³
0.20 m
15 kPa
↓↓↓↓
c' = 3 kPa
4'= 26°
= 18 kN/m³
sat
ka = 0.39
Kp = 2.56
4.0 m
Transcribed Image Text:0.20 m 1.5 m Y concrete = 25 kN/m³ 0.20 m 15 kPa ↓↓↓↓ c' = 3 kPa 4'= 26° = 18 kN/m³ sat ka = 0.39 Kp = 2.56 4.0 m
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