6. Please Show solution and answer correctly thanks 6. A concrete dam is shown below with its dimensions. Use unit weight of concrete of23.50 KN/m³. Consider 1-meter length of dam.Calculate the total hydrostatic pressure acting on the dam in KN.A. 207.246.2. Compute the Righting Moment (RM) in KN.m.A. 1774.566.3. What is the value of the factor of safety of the dam if coefficient of friction is6.1.B. 176.58с. 189.60D. 341.55В. 449.02C. 1937.18D. 1368.410.62?А. 98В. 1.88С. 2.07D. 2.44MG. #6FG. # 1h6. #5そm子woodW.SFLUID A9.40 my= 3.5 HE6.50m7> 18 inch+ 4.70+skel plateFLUID B

To Find :- 1. Total hydrostatic pressure 2. Righting moment 3. Factor of safety

Answered: 6. A concrete dam is shown below with…

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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The section of a concrete dam is shown in the figure. Concrete weighs 23.5 KN per cubic meter and water weighs 9810 N per cubic meter. Coefficient of friction detween the dam and foundation is 0.60. Assume hydrostatic uplift varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe. Determine the Determine the factors of safety against sliding and against overturning, minimum pressure, and maximum pressure. Consider 1 m length of dam.
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