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Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The coefficiem of friction between the soil and the dam is 0.50. y_concrete3D23.5 kN/m^3 a. How far is the vertical resultant force from the toe? b. What is the factor of safety against sliding? c. What is the factor of safety against overturning? d. What is the soil pressure in heel? e. What is the soil pressure in toe? 4m 1 12m 3m 2m -lom

Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The coefficiem of friction between the soil and the dam is 0.50. y_concrete3D23.5 kN/m^3 a. How far is the vertical resultant force from the toe? b. What is the factor of safety against sliding? c. What is the factor of safety against overturning? d. What is the soil pressure in heel? e. What is the soil pressure in toe? 4m 1 12m 3m 2m -lom

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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Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The coefficien of friction between the soil and the dam is 0.50. y_concrete=D23.5 kN/m^3 a. How far is the vertical resultant force from the toe? b. What is the factor of safety against sliding? c. What is the factor of safety against overturning? d. What is the soil pressure in heel? e. What is the soil pressure in toe? Am 12m 3m 2m -lom
Transcribed Image Text:Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The coefficien of friction between the soil and the dam is 0.50. y_concrete=D23.5 kN/m^3 a. How far is the vertical resultant force from the toe? b. What is the factor of safety against sliding? c. What is the factor of safety against overturning? d. What is the soil pressure in heel? e. What is the soil pressure in toe? Am 12m 3m 2m -lom
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