KN/m at the top top 54 kN/m at the base. The wall is assumed to have a fixed support a base and flexural rigidity of the wall is constant. 3kN/m H=3m 54KN/m Fixed

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter12: Lateral Earth Pressure
Section: Chapter Questions
Problem 12.12P
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A 3-m high cantilever retaining wall is acted on by an active force that varies uniformly from 3
kN/m at the top top 54 kN/m at the base. The wall is assumed to have a fixed support at the
base and flexural rigidity of the wall is constant.
3kN/m
H=3m
54KN/m
Fixed
Fig. TOS-DB-01
Transcribed Image Text:A 3-m high cantilever retaining wall is acted on by an active force that varies uniformly from 3 kN/m at the top top 54 kN/m at the base. The wall is assumed to have a fixed support at the base and flexural rigidity of the wall is constant. 3kN/m H=3m 54KN/m Fixed Fig. TOS-DB-01
Compute the maximum moment (kN-m) in the wall.
70
80
90
100
Transcribed Image Text:Compute the maximum moment (kN-m) in the wall. 70 80 90 100
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