Answer with FOUR decimal places For the retaining wall shown, determine the active force per unit width of the wallusing Rankine's principle. Also find the location of the active pressure.3 m3 mABSOLUTION:CFOR VERTICAL STRESSES:@ Point A:@ Point B:@ Point C:FOR COEFFICIENT OF EARTH PRESSURESoil A:@ Point C:Soil B:FOR ACTIVE EARTH PRESSURES:Soil A:@ Point A:@ Point B:Considering soil A:Considering soil B:KNm²y = 15.Ø = 35°c=15KPay = 20KNm²Ø = 40°c = 18KPaSOIL ASOIL B

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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 с KN y = 15: y = 20 m² Ø = 35° c = 15kPa KN mª 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 с KN y = 15: y = 20 m² Ø = 35° c = 15kPa KN mª Ø = 40° c=18KPa SOIL A SOIL B

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

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