Factor of safety against overturning3.15O 3.423.55O 3.72Maximum and Minimum PressureIntensityO 143.4 kN / m ^ 2 and 43.4 kN / m ^ 2153.4 kN / m ^ 2 and 53.4 kN / m ^ 2163.4 kN / m ^ 2 and 63.4 kN / m ^ 2O 173.4 kN / m ^ 2 and 73.4 kN / m ^ 2 DAMA concrete dam retaining water is shown in the figurebelow. If the specific weight of the concrete is 23.5 kN / m^ 3, find the factor of safety against sliding, factor ofsafety against overturning, and the maximum andminimum pressure intensity on the base. Assume there isno hydrostatic uplift and that the coefficient of frictionbetween dam and foundation soil is 0.48.Figure 3.17mWater

Answered: Image /qna-images/answer/d77b88d5-52c5-440e-b31a-0439344dc3e6.jpg

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

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

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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