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6. A concrete dam is shown below with its dimensions. Use unit weight of concrete of 23.50 KN/m3. Consider 1-meter length of dam. Calculate the total hydrostatic pressure acting on the dam in KN. A. 207.24 6.2. Compute the Righting Moment (RM) in KN.m. A. 1774.56 6.3. What is the value of the factor of safety of the dam if coefficient of friction is 6.1. B. 176.58 c. 189.60 D. 341.55 B. 449.02 C. 1937.18 D. 1368.41 0.62? A. 98 B. 1.88 C. 2.07 D. 2.44 MG. #6 FG. # 1 h6. #5 wood FLUID A 9.40 m y= 3.5 6.50m 7> 18 inch +4.70 skel plate FLUID B

6. A concrete dam is shown below with its dimensions. Use unit weight of concrete of 23.50 KN/m3. Consider 1-meter length of dam. Calculate the total hydrostatic pressure acting on the dam in KN. A. 207.24 6.2. Compute the Righting Moment (RM) in KN.m. A. 1774.56 6.3. What is the value of the factor of safety of the dam if coefficient of friction is 6.1. B. 176.58 c. 189.60 D. 341.55 B. 449.02 C. 1937.18 D. 1368.41 0.62? A. 98 B. 1.88 C. 2.07 D. 2.44 MG. #6 FG. # 1 h6. #5 wood FLUID A 9.40 m y= 3.5 6.50m 7> 18 inch +4.70 skel plate FLUID B

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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6. A concrete dam is shown below with its dimensions. Use unit weight of concrete of 23.50 KN/m³. Consider 1-meter length of dam. Calculate the total hydrostatic pressure acting on the dam in KN. A. 207.24 6.2. Compute the Righting Moment (RM) in KN.m. A. 1774.56 6.3. What is the value of the factor of safety of the dam if coefficient of friction is 6.1. B. 176.58 с. 189.60 D. 341.55 В. 449.02 C. 1937.18 D. 1368.41 0.62? А. 98 В. 1.88 С. 2.07 D. 2.44 MG. #6 FG. # 1 h6. #5 そm子 wood W.S FLUID A 9.40 m y= 3.5 HE 6.50m 7> 18 inch + 4.70+ skel plate FLUID B
Transcribed Image Text:6. A concrete dam is shown below with its dimensions. Use unit weight of concrete of 23.50 KN/m³. Consider 1-meter length of dam. Calculate the total hydrostatic pressure acting on the dam in KN. A. 207.24 6.2. Compute the Righting Moment (RM) in KN.m. A. 1774.56 6.3. What is the value of the factor of safety of the dam if coefficient of friction is 6.1. B. 176.58 с. 189.60 D. 341.55 В. 449.02 C. 1937.18 D. 1368.41 0.62? А. 98 В. 1.88 С. 2.07 D. 2.44 MG. #6 FG. # 1 h6. #5 そm子 wood W.S FLUID A 9.40 m y= 3.5 HE 6.50m 7> 18 inch + 4.70+ skel plate FLUID B
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