(Analyze the safety factors of the concrete retaining wall below by overturning and by sliding. [We assumed that the unit weight of the concrete is 23kN/m³. No strength discount for the c and in the calculation process.]) 10⁰ H1-0.458m Y-18kN/m³ 0=30⁰ H2-6m c=() 1.5m H3-0.7m 0.7m 0.7m 2.6m

(Analyze the safety factors of the concrete retaining wall below by overturning and by sliding. [We assumed that the unit weight of the concrete is 23kN/m³. No strength discount for the c and in the calculation process.]) 10⁰ H1-0.458m Y-18kN/m³ 0=30⁰ H2-6m c=() 1.5m H3-0.7m 0.7m 0.7m 2.6m

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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Question

(Analyze the safety factors of the concrete retaining wall below by
overturning and by sliding. [We assumed that the unit weight of the
concrete is 23kN/m³. No strength discount for the cand o in the
calculation process.])
10⁰
H1–0.458m
Y-18kN/m³
Ø=30⁰
H2-6m
c=0)
1.5m
H3-0.7m
0.7m 0.7m
2.6m

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