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w - Y Water B - B

w - Y Water B - 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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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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