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A concrete dam retaining water is shown in the figure below. If the specific weight of the concrete is 23.5 kN / m ^ 3, find the factor of safety against sliding, factor of safety against overturning, and the maximum and minimum pressure intensity on the base. Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48.

A concrete dam retaining water is shown in the figure below. If the specific weight of the concrete is 23.5 kN / m ^ 3, find the factor of safety against sliding, factor of safety against overturning, and the maximum and minimum pressure intensity on the base. Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48.

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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Help me find the maximum and minimum pressure intensity.

DAM A concrete dam retaining water is shown in the figure below. If the specific weight of the concrete is 23.5 kN / m ^ 3, find the factor of safety against sliding, factor of safety against overturning, and the maximum and minimum pressure intensity on the base. Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48. Figure 3.1 7m Water
Transcribed Image Text:DAM A concrete dam retaining water is shown in the figure below. If the specific weight of the concrete is 23.5 kN / m ^ 3, find the factor of safety against sliding, factor of safety against overturning, and the maximum and minimum pressure intensity on the base. Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48. Figure 3.1 7m Water
Factor of safety against overturning 3.15 O 3.42 3.55 O 3.72 Maximum and Minimum Pressure Intensity O 143.4 kN / m ^ 2 and 43.4 kN / m ^ 2 153.4 kN / m ^ 2 and 53.4 kN / m ^ 2 163.4 kN / m ^ 2 and 63.4 kN / m ^ 2 O 173.4 kN / m ^ 2 and 73.4 kN / m ^ 2
Transcribed Image Text:Factor of safety against overturning 3.15 O 3.42 3.55 O 3.72 Maximum and Minimum Pressure Intensity O 143.4 kN / m ^ 2 and 43.4 kN / m ^ 2 153.4 kN / m ^ 2 and 53.4 kN / m ^ 2 163.4 kN / m ^ 2 and 63.4 kN / m ^ 2 O 173.4 kN / m ^ 2 and 73.4 kN / m ^ 2
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