Question 2 For the gravity retaining wall (concrete) shown in figure below; if the angle B has changed to be 80°, Ø1= 29°; and a = 5° use Coulomb's theory to calculate the horizontal and vertical components of the active earth pressure. %! Y-18.5 kN/m 5.7 m 5m 2.83 m P. 75 2.167 m 1.5 m 1.53 m 0.8 m 0.22 m - 18 KN/m :-24 0.3 m 0,8 m 3.5 m 30 KN/m?
Question 2 For the gravity retaining wall (concrete) shown in figure below; if the angle B has changed to be 80°, Ø1= 29°; and a = 5° use Coulomb's theory to calculate the horizontal and vertical components of the active earth pressure. %! Y-18.5 kN/m 5.7 m 5m 2.83 m P. 75 2.167 m 1.5 m 1.53 m 0.8 m 0.22 m - 18 KN/m :-24 0.3 m 0,8 m 3.5 m 30 KN/m?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Question 2
For the gravity retaining wall (concrete) shown in figure below; if the angle B has changed to be 80°,
Ø1= 29°; and a = 5° use Coulomb's theory to calculate the horizontal and vertical components of the
active earth pressure.
%!
Y-18.5 kN/m
:-32
5.7 m
5m
283 m
P.
75
2.167 m
1.5 m
1.53 m
0.8 m
0.22 m
- 18 KN/m
0.3 m
0,8 m
:-24
3.5 m
30 KN/m?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb92b43fd-f30d-4f73-bc1e-6312d7042666%2Ff6611142-0001-47e7-8af3-023725edb411%2F0h398hk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 2
For the gravity retaining wall (concrete) shown in figure below; if the angle B has changed to be 80°,
Ø1= 29°; and a = 5° use Coulomb's theory to calculate the horizontal and vertical components of the
active earth pressure.
%!
Y-18.5 kN/m
:-32
5.7 m
5m
283 m
P.
75
2.167 m
1.5 m
1.53 m
0.8 m
0.22 m
- 18 KN/m
0.3 m
0,8 m
:-24
3.5 m
30 KN/m?
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