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5. A tied back wall is shown in the figure. It carries a uniform surcharge of 10 kPa on the ground surface. Dry and effective unit weights of soil are 18 kN/m³ and 10.2 kN/m³ respectively. Rankine passive earth pressure coefficient is 3.4. Tie rods is palced 1 m below the ground surface a) Compute the embedment depth of tied back wall b) Compute the total active force on the wall c) Compute the anchor force on the tied back wall 10 kPa 1 m GW 8m

5. A tied back wall is shown in the figure. It carries a uniform surcharge of 10 kPa on the ground surface. Dry and effective unit weights of soil are 18 kN/m³ and 10.2 kN/m³ respectively. Rankine passive earth pressure coefficient is 3.4. Tie rods is palced 1 m below the ground surface a) Compute the embedment depth of tied back wall b) Compute the total active force on the wall c) Compute the anchor force on the tied back wall 10 kPa 1 m GW 8m

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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5. A tied back wall is shown in the figure. It carries a uniform surcharge of 10 kPa on the ground surface. Dry and effective unit weights of soil are 18 kN/m³ and 10.2 kN/m³ respectively. Rankine passive earth pressure coefficient is 3.4. Tie rods is palced 1 m below the ground surface a) Compute the embedment depth of tied back wall b) Compute the total active force on the wall c) Compute the anchor force on the tied back wall 10 kPa 1 m GW 8m
Transcribed Image Text:5. A tied back wall is shown in the figure. It carries a uniform surcharge of 10 kPa on the ground surface. Dry and effective unit weights of soil are 18 kN/m³ and 10.2 kN/m³ respectively. Rankine passive earth pressure coefficient is 3.4. Tie rods is palced 1 m below the ground surface a) Compute the embedment depth of tied back wall b) Compute the total active force on the wall c) Compute the anchor force on the tied back wall 10 kPa 1 m GW 8m
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