3. An inclined circular gate 0.6 m in diameter with water in one side is shown in fig. (2.3). find the total resultant force acting on the gate and locate the center of pressure.

Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter16: Lateral Earth Pressure
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Problem 16.5P
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3. An inclined circular gate 0.6 m in diameter with water in one side is shown in fig.
(2.3). find the total resultant force acting on the gate and locate the center of
pressure.
60
Water
0,9 in
0.6 m
Figure (2.3)
Transcribed Image Text:3. An inclined circular gate 0.6 m in diameter with water in one side is shown in fig. (2.3). find the total resultant force acting on the gate and locate the center of pressure. 60 Water 0,9 in 0.6 m Figure (2.3)
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