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Using the Coulomb analysis approach, determine the active force on the retaining wall shown below. Q is a line load (out of plane) with Q=10*X kN/m (where X is the last digit of your student ID). Express Pa as a function of 0, and obtain the critical and the corresponding maximum Pa by trial and error of 0 values from 40° to 70°. 10.0m 20 Pa 2.0m 3.0m y=20kN/m³ $'=35° 1 1

Using the Coulomb analysis approach, determine the active force on the retaining wall shown below. Q is a line load (out of plane) with Q=10*X kN/m (where X is the last digit of your student ID). Express Pa as a function of 0, and obtain the critical and the corresponding maximum Pa by trial and error of 0 values from 40° to 70°. 10.0m 20 Pa 2.0m 3.0m y=20kN/m³ $'=35° 1 1

Structural Analysis
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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Using the Coulomb analysis approach, determine the active force on the retaining wall shown below. Q is a line load (out of plane) with Q=10*X kN/m (where X is the last digit of your student ID). Express Pa as a function of 0, and obtain the critical and the corresponding maximum På by trial and error of 0 values from 40° to 70°. 10.0m 20 Pa 2.0m 3.0m y=20kN/m³ $'=35° 1
Transcribed Image Text:Using the Coulomb analysis approach, determine the active force on the retaining wall shown below. Q is a line load (out of plane) with Q=10*X kN/m (where X is the last digit of your student ID). Express Pa as a function of 0, and obtain the critical and the corresponding maximum På by trial and error of 0 values from 40° to 70°. 10.0m 20 Pa 2.0m 3.0m y=20kN/m³ $'=35° 1
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