A retaining wall is to be constructed shown below. It has the following information:Soil ParametersRetaining Wall Specifications01 = 30 degreesY1= 18 kPaW1 0.4 mb;= 1.6 mb2= 1.2 mby= 0.7 mIt- 0.3 m2 = 28 degreesY2- 17 kPaC2- 0a- 28 degreesVa 20 kPaCg- 15 kPaD- 1.6 mH- 4.5 mYeoncrete 23.58 kN/m8'- 2/34H.14b,b,Figure 1Determine1) Ка2) Determine the Coulomb active force perunit length of the wall, Pa kN/m3) Overturning moment (Mo) at the toe kN-m/m4) Total vertical forces kN/m5) Resisting moment (Mo) at the toe kN-m/m

A retaining wall is to be constructed shown below. It has the following information: Soil Parameters Retaining Wall Specifications 1- 30 degrees Y1= 18 kPa W 0.4 m b,- 1.6 m bz = 1.2 m by - 0.7 m t- 0.3 m D- 16 m 2- 28 degrees Y2- 17 kPa a- 28 degrees Va- 20 kPa - 15 kPa H 4.5 m Veorcrete 23.58 kN/m 6- 2/34 H. Figure 1 Determine 1) Ka 2) Determine the Coulomb active force per unit length of the wall, Pa kN/m 3) Overturning moment (Mo) at the toe kN- m/m

A retaining wall is to be constructed shown below. It has the following information: Soil Parameters Retaining Wall Specifications 1- 30 degrees Y1= 18 kPa W 0.4 m b,- 1.6 m bz = 1.2 m by - 0.7 m t- 0.3 m D- 16 m 2- 28 degrees Y2- 17 kPa a- 28 degrees Va- 20 kPa - 15 kPa H 4.5 m Veorcrete 23.58 kN/m 6- 2/34 H. Figure 1 Determine 1) Ka 2) Determine the Coulomb active force per unit length of the wall, Pa kN/m 3) Overturning moment (Mo) at the toe kN- m/m

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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