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
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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
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
>
>
>
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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