Ans: FSo = 2.20; FSs = 1.66 safety against sliding and against overturning, and also the soil pressure at the kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of The section of a concrete dam is shown in the figure. Concrete weights 23.5 heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe. Consider 1 m length of dam. Problem 3 - 108 friction between the dam and foundation is 0.55 safety against sliding and against overturning, and also the soil pressure a of Determine the factors Ans: FSo = 2.20: FSs = 1.0 Theel = 85.2 kPa; qtoe 300.2 kPa %3D Scanned by CamScann MECHANICS RAULICS CHAPTER THREE Total Hydrostatic Force on Surfaces 199 El. 18 El. 14 El. 15 3 3 m El. 3 El. 3 El. 0
Ans: FSo = 2.20; FSs = 1.66 safety against sliding and against overturning, and also the soil pressure at the kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of The section of a concrete dam is shown in the figure. Concrete weights 23.5 heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic head at the heel of the dam to zero at the toe. Consider 1 m length of dam. Problem 3 - 108 friction between the dam and foundation is 0.55 safety against sliding and against overturning, and also the soil pressure a of Determine the factors Ans: FSo = 2.20: FSs = 1.0 Theel = 85.2 kPa; qtoe 300.2 kPa %3D Scanned by CamScann MECHANICS RAULICS CHAPTER THREE Total Hydrostatic Force on Surfaces 199 El. 18 El. 14 El. 15 3 3 m El. 3 El. 3 El. 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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subject: fluid
course: civil engineering
Transcribed Image Text:Ans: FSo = 2.20; FSs = 1.66
kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of
heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic
The section of a concrete dam is shown in the figure. Concrete weights 235
safety against sliding and against overturning, and also the soil pressure at the
head at the heel of the dam to zero at the toe. Consider 1 m length of dam.
Problem 3 - 108
kN per cubic meter and water weighs 9,790 N
friction between the dam and foundation is 0.55
safety against sliding and against overturning, and also the soil pressure ae
per
of
Determine the factors
Ans: FSo = 220: FSs = 1.0
Theel = 85.2 kPa; qtoe
%3!
300.2 kPa
%3D
Scanned by CamScanne
MECHANICS
RAULICS
CHAPTER THREE
Total Hydrostatic Force on Surfaces
199
m
El. 18
El. 14
El. 15
2
3
3 m
El. 3
El. 3
El. 0
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