Ans: FSo = 2.20; FSs = 1.66 kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of friction between the dam and foundation is 0.55. Determine the factors 0 head at the heel of the dam to zero at the toe. Consider 1 m length of dam. The section of a concrete dam is shown in the figure. Concrete weights 4 safety against sliding and against overturning, and also the soil pressure at the heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic 23.5 of %3D 9heel = 85.2 kPa; qtoe 300.2 kPa 4 m El. 18 El. 15 El, 14 3 m El. 3 El. 3 El. Ó 3.
Ans: FSo = 2.20; FSs = 1.66 kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of friction between the dam and foundation is 0.55. Determine the factors 0 head at the heel of the dam to zero at the toe. Consider 1 m length of dam. The section of a concrete dam is shown in the figure. Concrete weights 4 safety against sliding and against overturning, and also the soil pressure at the heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic 23.5 of %3D 9heel = 85.2 kPa; qtoe 300.2 kPa 4 m El. 18 El. 15 El, 14 3 m El. 3 El. 3 El. Ó 3.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Ans: FSo = 2.20; FSs = 1.66
kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of
friction between the dam and foundation is 0.55. Determine the factors 0
head at the heel of the dam to zero at the toe. Consider 1 m length of dam.
The section of a concrete dam is shown in the figure. Concrete weights 4
safety against sliding and against overturning, and also the soil pressure at the
heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic
23.5
of
%3D
9heel = 85.2 kPa; qtoe
300.2 kPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6f8d3199-ff40-4666-9a48-8df99c71297a%2F8f3d9cb0-f821-444b-a120-ba4b40515f49%2Fihkiu7r_processed.png&w=3840&q=75)
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
friction between the dam and foundation is 0.55. Determine the factors 0
head at the heel of the dam to zero at the toe. Consider 1 m length of dam.
The section of a concrete dam is shown in the figure. Concrete weights 4
safety against sliding and against overturning, and also the soil pressure at the
heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic
23.5
of
%3D
9heel = 85.2 kPa; qtoe
300.2 kPa
![4 m
El. 18
El. 15
El, 14
3 m
El. 3
El. 3
El. Ó
3.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6f8d3199-ff40-4666-9a48-8df99c71297a%2F8f3d9cb0-f821-444b-a120-ba4b40515f49%2Fgq801qw_processed.png&w=3840&q=75)
Transcribed Image Text:4 m
El. 18
El. 15
El, 14
3 m
El. 3
El. 3
El. Ó
3.
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