w - Y Water B - B
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter8: Engineering Materials
Section: Chapter Questions
Problem 85CQ
Related questions
Question
A concrete dam retaining water is shown. If the specific weight of the concrete is 23.54 kN/m3, find the maximum pressure on the base. Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48.
Y = 5.6 m
B = 3.2 m
W = 1.6
h = 4.8
![w -
Y
Water
B
- B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbeeac609-5535-4e4a-bfb9-a0355664c89f%2Fe7b2dae3-30af-4de9-920a-4895d71a499c%2Fkv9eze_processed.jpeg&w=3840&q=75)
Transcribed Image Text:w -
Y
Water
B
- B
![Determine the following:
Ry
988.680
v kN
RM [ Select ]
kN-m
OM
2825.280
kN-m
xbar 2.298
m
FS against sliding 1.344
FS against overturning [ Select ]
Min Soil Pressure [ Select]
v kPa
Max Soil Pressure [ Select]
kPa
>
>
>](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbeeac609-5535-4e4a-bfb9-a0355664c89f%2Fe7b2dae3-30af-4de9-920a-4895d71a499c%2Fq7yio9v_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the following:
Ry
988.680
v kN
RM [ Select ]
kN-m
OM
2825.280
kN-m
xbar 2.298
m
FS against sliding 1.344
FS against overturning [ Select ]
Min Soil Pressure [ Select]
v kPa
Max Soil Pressure [ Select]
kPa
>
>
>
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