Problem (1)For the cantilever retaining wall shown in Figure, let the following data be given:H = 6 m, x1= 0.3 m, x2 = 0.7 m, x3 = 1.6 m, x4 = 3.6 m, X5 = 0.8 m%3DY1 = 17 kN/m³, Ø,' = 30, Y2 = 18 kN/m3,02' 31, c 0, c = 40 kN/m2Calculate the factor of safety with respect to overturning, sliding, and bearing capacity.%3DD = 1.8 m, a = 10 , Yconcrete= 24 kN/m2, k = k2 = P, = 0%3D%3D3'c= 0

Given, γ1=17 KN/m3φ1'=30c1'=0γ2=18 KN/m3φ2'=31c2'=40 KN/m2γconcrete=24 KN/m3k1=k2=23Pp=0

Problem (1) For the cantilever retaining wall shown in Figure, let the following data be given: H = 6 m, x1 = 0.3 m, x2 = 0.7 m, x3 = 1.6 m, x4 = 3.6 m, x5 = 0.8 m %3D Y1 = 17 kN/m³,0,' = 30, Y2 = 18 kN/m3,02' = 31,ci 0, c = 40 kN /m2 Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. %3D %3D D = 1.8 m, a = 10, Yconcrete = 24 kN/m2, k, = k2 = P, = 0 %3D %3D YI H ーゥーキューキ

Problem (1) For the cantilever retaining wall shown in Figure, let the following data be given: H = 6 m, x1 = 0.3 m, x2 = 0.7 m, x3 = 1.6 m, x4 = 3.6 m, x5 = 0.8 m %3D Y1 = 17 kN/m³,0,' = 30, Y2 = 18 kN/m3,02' = 31,ci 0, c = 40 kN /m2 Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. %3D %3D D = 1.8 m, a = 10, Yconcrete = 24 kN/m2, k, = k2 = P, = 0 %3D %3D YI H ーゥーキューキ

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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