A gravity retaining wall is shown in the figure below. Calculate the factor of safety with respect to overturning and sliding, given the following data: Wall dimensions: H = 6 m, x1 = 0.6 m, x2 = 2 m, x3 = 2 m, x4 = 0.5 m, x5 = 0.75 m, x6 = 0.8 m, D = 1.5 m Soil properties: 1 = 17 kN/m³, ¢¹₁ = 32°, √2 = 18 kN/m³, 2=22°, c₂ = 40 kN/m² Y₁ c₁ = 0 H Φ x4 x3 Χς x6 Y2 Use Coulomb's active earth pressure in your calculation and let 8' = 2/3 01. Use concrete = 23.58 kN/m³. Also, use k₁ = k₂ = 2/3 and P₂ = 0 in equation FS (sliding) (EV) tan(k102) + Bk2C₂ + Pp Pa cosa For 1 = 32°, α=0°, B = 71.57°, Ka = 0.45, 8′ = 21.33°. (Enter your answers to three significant figures.) FS (overturning) FS (sliding) =

A gravity retaining wall is shown in the figure below. Calculate the factor of safety with respect to overturning and sliding, given the following data: Wall dimensions: H = 6 m, x1 = 0.6 m, x2 = 2 m, x3 = 2 m, x4 = 0.5 m, x5 = 0.75 m, x6 = 0.8 m, D = 1.5 m Soil properties: 1 = 17 kN/m³, ¢¹₁ = 32°, √2 = 18 kN/m³, 2=22°, c₂ = 40 kN/m² Y₁ c₁ = 0 H Φ x4 x3 Χς x6 Y2 Use Coulomb's active earth pressure in your calculation and let 8' = 2/3 01. Use concrete = 23.58 kN/m³. Also, use k₁ = k₂ = 2/3 and P₂ = 0 in equation FS (sliding) (EV) tan(k102) + Bk2C₂ + Pp Pa cosa For 1 = 32°, α=0°, B = 71.57°, Ka = 0.45, 8′ = 21.33°. (Enter your answers to three significant figures.) FS (overturning) FS (sliding) =

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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