The rectangular gate CD is 1.8 m wide and 2 m long as shown in the figure below. Water 2.0 m 2.0 m Hinge 3. D y 1. Extrapolate line CD to the surface and establish your origin and xy coordinate system. 2. Estimate the distance y, from surface to the centroid of the gate. 3. Estimate the vertical distance h, from the surface to the centroid of the gate. 4. Estimate the magnitude of the resultant force (due to water column) applied on the gate, FR. 5. Estimate the distance yR from surface to the pressure point. 6. Draw on the figure above an arrow for the resultant force (FR) calculated in part (4) above. 7. Determine the weight of the gate necessary to keep it closed.

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 8.117P: The concrete dam shown in cross section holds back fresh water (=1000kg/m3). Determine the resultant...
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The rectangular gate CD is 1.8 m wide and 2 m long as shown in the figure below.
Water
2.0 m
2.0 m
Hinge
y
1. Extrapolate line CD to the surface and establish your origin and xy coordinate system.
2. Estimate the distance y. from surface to the centroid of the gate.
3. Estimate the vertical distance he from the surface to the centroid of the gate.
4. Estimate the magnitude of the resultant force (due to water column) applied on the gate, FR.
5. Estimate the distance yR from surface to the pressure point.
6. Draw on the figure above an arrow for the resultant force (FR) calculated in part (4) above.
7. Determine the weight of the gate necessary to keep it closed.
Transcribed Image Text:The rectangular gate CD is 1.8 m wide and 2 m long as shown in the figure below. Water 2.0 m 2.0 m Hinge y 1. Extrapolate line CD to the surface and establish your origin and xy coordinate system. 2. Estimate the distance y. from surface to the centroid of the gate. 3. Estimate the vertical distance he from the surface to the centroid of the gate. 4. Estimate the magnitude of the resultant force (due to water column) applied on the gate, FR. 5. Estimate the distance yR from surface to the pressure point. 6. Draw on the figure above an arrow for the resultant force (FR) calculated in part (4) above. 7. Determine the weight of the gate necessary to keep it closed.
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