Q3) A retaining structure is given in figure. Calculate the factor of safety against sliding. (Ignore tensile crack behavior inside active part and ground water condition. Take 1.0 m interval step for point load calculation. k₁= k₂= 0.9). 3.B m 2.C m Yn: 20.0 kN/m³ $: 2Eº c: 30 kN/m² 0.5 m + 44 0.5 m 3.0 m 5.0 m 5A0 KN ➜ Yn: 18.5 kN/m³ c: 18 kN/m² D: ID º Ycone: 24.0 kN/m

Q3) A retaining structure is given in figure. Calculate the factor of safety against sliding. (Ignore tensile crack behavior inside active part and ground water condition. Take 1.0 m interval step for point load calculation. k₁= k₂= 0.9). 3.B m 2.C m Yn: 20.0 kN/m³ $: 2Eº c: 30 kN/m² 0.5 m + 44 0.5 m 3.0 m 5.0 m 5A0 KN ➜ Yn: 18.5 kN/m³ c: 18 kN/m² D: ID º Ycone: 24.0 kN/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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