A concrete dam given in the figure has water 22.22 m deep acting on its vertical sides. Assuming that the hydrostatic uplift varies linearly from one-half the hydrostatic head at the upstream side edge to zero at the downstream edge of the dam. The coefficient of friction between the soil and the dam is 0.60. kN Y concrete = 23.5 m3 -

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Answer in two decimal places please
A concrete dam given in the figure has
water 22.22 m deep acting on its
vertical sides. Assuming that the
hydrostatic uplift varies linearly from
one-half the hydrostatic head at the
upstream side edge to zero at the
downstream edge of the dam. The
coefficient of friction between the soil
and the dam is 0.60.
kN
Y concrete = 23.5
m3
How far in meters is the vertical
resultant force from the toe?
5m
3m
20m
15 m
Transcribed Image Text:A concrete dam given in the figure has water 22.22 m deep acting on its vertical sides. Assuming that the hydrostatic uplift varies linearly from one-half the hydrostatic head at the upstream side edge to zero at the downstream edge of the dam. The coefficient of friction between the soil and the dam is 0.60. kN Y concrete = 23.5 m3 How far in meters is the vertical resultant force from the toe? 5m 3m 20m 15 m
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