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Home Work Check the stability of the gravity dam section shown in Figure at the section AA' assuming the location of dam in Zone IV, Wind velocity 115 km/hr and Fetch length 25 km. FB = 5 m 12 m Top Width = 7 m %3D u/s Slope = 0.25H:1V d/s Slope 0.75H:1V 65 m 87 m Crack of 2 m Jength Line of Drainage at centre of Top Width 12m Silt 25 m 10 m 7 m B'

Home Work Check the stability of the gravity dam section shown in Figure at the section AA' assuming the location of dam in Zone IV, Wind velocity 115 km/hr and Fetch length 25 km. FB = 5 m 12 m Top Width = 7 m %3D u/s Slope = 0.25H:1V d/s Slope 0.75H:1V 65 m 87 m Crack of 2 m Jength Line of Drainage at centre of Top Width 12m Silt 25 m 10 m 7 m 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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Home Work Check the stability of the gravity dam section shown in Figure at the section AA' assuming the location of dam in Zone IV, Wind velocity 115 km/hr and Fetch length 25 km. FB 5 m 12 m Top Width = 7 m u/s Slope = 0.25H:1V d/s Slope 0.75H:1V 65 m 87 m Crack of 2 m Jength Line of Drainage at centre of Top Width 12 m Silt 25 m 10 m A 7m B'
Transcribed Image Text:Home Work Check the stability of the gravity dam section shown in Figure at the section AA' assuming the location of dam in Zone IV, Wind velocity 115 km/hr and Fetch length 25 km. FB 5 m 12 m Top Width = 7 m u/s Slope = 0.25H:1V d/s Slope 0.75H:1V 65 m 87 m Crack of 2 m Jength Line of Drainage at centre of Top Width 12 m Silt 25 m 10 m A 7m B'
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