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
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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F2
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe5b4cf25-5a1a-4ad6-8eb9-1c7920a2cd73%2Fd2c0b880-ec3a-41e2-b737-b9c1989131bd%2F6bx84pi_processed.jpeg&w=3840&q=75)
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe5b4cf25-5a1a-4ad6-8eb9-1c7920a2cd73%2Fd2c0b880-ec3a-41e2-b737-b9c1989131bd%2Fcd25jg8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Compute the maximum moment (kN-m) in the wall.
70
80
90
100
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