Please solve this problem step by step with clear calculations and solutions so I can understand the concept and theory behind the question. Thank you 6. Deformation of a retaining wall is assumed to be as presented in the figure below.Determine: a) variation of active and passive Rankine's pressures on the wall, and b) magnitudeof the total horizontal force on the left side of the wall between points A and C.q= 4 kN/mActive (kPa)3 m5m4mSandS = 12%= 33⁰eo= 0.6%D= 15.6 kN/mSandy Clay* = 26°Y sat = 17 kN/mc = 5 kN/m₂BDWaterSandy ClayOA=112B-15.3es=293Occ-326OD=43.8Passive (RPG)c=1805=897

In order to determine the variation of active and passive Rankine's pressures on the wall we need to…

Answered: 6. Deformation of a retaining wall is…

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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Please solve this problem step by step with clear calculations and solutions so I can understand the concept and theory behind the question. Thank you

6. Deformation of a retaining wall is assumed to be as presented in the figure below.
Determine: a) variation of active and passive Rankine's pressures on the wall, and b) magnitude
of the total horizontal force on the left side of the wall between points A and C.
q= 4 kN/m
Active (kPa)
3 m
5m
4m
Sand
S = 12%
= 33⁰
eo= 0.6
%D= 15.6 kN/m
Sandy Clay
* = 26°
Y sat = 17 kN/m
c = 5 kN/m₂
B
D
Water
Sandy Clay
OA=112
B-15.3
es=293
Occ-326
OD=43.8
Passive (RPG)
c=18
05=897

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