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For the cantilever retaining wall shown below. Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. Wall dimensions: H=5.49 m, D=1.22 m, α=0°, x₁=0.46m, x2=0.58m, x3=0.92m, X4 1.55m, x5-0.61m. Soil properties: y₁=18.08 kN/m³, $₁²=36°, Y2=19.65 kN/m³, 2²=15°, C₂= 44 kN/m² —13x₂ H 72 Φέ 00 X5

For the cantilever retaining wall shown below. Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. Wall dimensions: H=5.49 m, D=1.22 m, α=0°, x₁=0.46m, x2=0.58m, x3=0.92m, X4 1.55m, x5-0.61m. Soil properties: y₁=18.08 kN/m³, $₁²=36°, Y2=19.65 kN/m³, 2²=15°, C₂= 44 kN/m² —13x₂ H 72 Φέ 00 X5

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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For the cantilever retaining wall shown below. Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. Wall dimensions: H=5.49 m, D=1.22 m, α=0°, X₁=0.46m, x2=0.58m, x3=0.92m, X4=1.55m, x5-0.61m. Soil properties: Y₁ 18.08 kN/m³, 1'=36°, Y2=19.65 kN/m³, 2²=15°, C₂ = 44 kN/m² X₁ H 72 $2
Transcribed Image Text:For the cantilever retaining wall shown below. Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. Wall dimensions: H=5.49 m, D=1.22 m, α=0°, X₁=0.46m, x2=0.58m, x3=0.92m, X4=1.55m, x5-0.61m. Soil properties: Y₁ 18.08 kN/m³, 1'=36°, Y2=19.65 kN/m³, 2²=15°, C₂ = 44 kN/m² X₁ H 72 $2
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