3. The gate as shown is 3 m normal to the page. It keeps the two liquids from mixing with each other. The gate is hinged at its midpoint to provide enough closure between the oil and seawater. Assume the height of water is 9 m. Calculate the components of the hydrostatic force acting on the gate due to oil and their lines of action. b. Calculate the components of the hydrostatic force acting on the gate due to seawater and their lines of action. If a stopper were to be put behind one of the ends of the gate (A or B) to stop the gate from opening, where should the stopper be placed and what would be the amount of force it will be exerting? 12 m Oil SG=0.78

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter8: Centroids And Distributed Loads
Section: Chapter Questions
Problem 8.121P: One side of the container has a 03-m square door that is hinged at its top edge. If the container is...
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3. The gate as shown is 3 m normal to the page. It keeps the two liquids from mixing with each
other. The gate is hinged at its midpoint to provide enough closure between the oil and
seawater. Assume the height of water is 9 m.
a. Calculate the components of the hydrostatic force acting on the gate due to oil and their
lines of action.
b. Calculate the components of the hydrostatic force acting on the gate due to seawater and
their lines of action.
C.
If a stopper were to be put behind one of the ends of the gate (A or B) to stop the gate from
opening, where should the stopper be placed and what would be the amount of force it will
be exerting?
12 m
Oil
SG=0.78
A
Transcribed Image Text:3. The gate as shown is 3 m normal to the page. It keeps the two liquids from mixing with each other. The gate is hinged at its midpoint to provide enough closure between the oil and seawater. Assume the height of water is 9 m. a. Calculate the components of the hydrostatic force acting on the gate due to oil and their lines of action. b. Calculate the components of the hydrostatic force acting on the gate due to seawater and their lines of action. C. If a stopper were to be put behind one of the ends of the gate (A or B) to stop the gate from opening, where should the stopper be placed and what would be the amount of force it will be exerting? 12 m Oil SG=0.78 A
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