For the retaining wall shown, determine the active force per unit width of the wall using Rankine's principle. Also find the location of the active pressure. 3 m 3 m A B SOLUTION: C FOR VERTICAL STRESSES: @ Point A: @ Point B: @ Point C: FOR COEFFICIENT OF EARTH PRESSURE Soil A: @ Point C: Soil B: FOR ACTIVE EARTH PRESSURES: Soil A: @ Point A: @ Point B: Considering soil A: Considering soil B: KN m² y = 15. Ø = 35° c = 15KPa y = 20 KN m² Ø = 40° c = 18KPa SOIL A SOIL B
For the retaining wall shown, determine the active force per unit width of the wall using Rankine's principle. Also find the location of the active pressure. 3 m 3 m A B SOLUTION: C FOR VERTICAL STRESSES: @ Point A: @ Point B: @ Point C: FOR COEFFICIENT OF EARTH PRESSURE Soil A: @ Point C: Soil B: FOR ACTIVE EARTH PRESSURES: Soil A: @ Point A: @ Point B: Considering soil A: Considering soil B: KN m² y = 15. Ø = 35° c = 15KPa y = 20 KN m² Ø = 40° c = 18KPa SOIL A SOIL B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Answer with FOUR decimal places
![For the retaining wall shown, determine the active force per unit width of the wall
using Rankine's principle. Also find the location of the active pressure.
3 m
3 m
A
B
SOLUTION:
C
FOR VERTICAL STRESSES:
@ Point A:
@ Point B:
@ Point C:
FOR COEFFICIENT OF EARTH PRESSURE
Soil A:
@ Point C:
Soil B:
FOR ACTIVE EARTH PRESSURES:
Soil A:
@ Point A:
@ Point B:
Considering soil A:
Considering soil B:
KN
m²
y = 15.
Ø = 35°
c = 15KPa
y = 20
KN
m²
Ø = 40°
c = 18KPa
SOIL A
SOIL B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd7897257-7295-4e05-92c3-3ad60a81498d%2F8cc52941-d98a-4dfc-9020-c013eb5ab00a%2Fy26hc0v_processed.png&w=3840&q=75)
Transcribed Image Text:For the retaining wall shown, determine the active force per unit width of the wall
using Rankine's principle. Also find the location of the active pressure.
3 m
3 m
A
B
SOLUTION:
C
FOR VERTICAL STRESSES:
@ Point A:
@ Point B:
@ Point C:
FOR COEFFICIENT OF EARTH PRESSURE
Soil A:
@ Point C:
Soil B:
FOR ACTIVE EARTH PRESSURES:
Soil A:
@ Point A:
@ Point B:
Considering soil A:
Considering soil B:
KN
m²
y = 15.
Ø = 35°
c = 15KPa
y = 20
KN
m²
Ø = 40°
c = 18KPa
SOIL A
SOIL B
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