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Civil Engineering
The gate shown in the figure is in raised position but initially is not filled with water. If the gate weighs 350 lb for each foot perpendicular to the drawing, (a.) for what water level below the hinge at A does the gate just begin to swing up (rotate counterclockwise) and; (b.) find h for the gate to just come up to the vertical position (raised position). The centroid of the gate is shown. Water

The gate shown in the figure is in raised position but initially is not filled with water. If the gate weighs 350 lb for each foot perpendicular to the drawing, (a.) for what water level below the hinge at A does the gate just begin to swing up (rotate counterclockwise) and; (b.) find h for the gate to just come up to the vertical position (raised position). The centroid of the gate is shown. Water

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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The gate shown in the figure is in raised position but initially is not filled with water. If the gate weighs 350 lb for each foot perpendicular to the drawing, (a.) for what water level below the hinge at A does the gate just begin to swing up (rotate counterclockwise) and; (b.) find h for the gate to just come up to the vertical position (raised position). The centroid of the gate is shown. Water 2 ft
Transcribed Image Text:The gate shown in the figure is in raised position but initially is not filled with water. If the gate weighs 350 lb for each foot perpendicular to the drawing, (a.) for what water level below the hinge at A does the gate just begin to swing up (rotate counterclockwise) and; (b.) find h for the gate to just come up to the vertical position (raised position). The centroid of the gate is shown. Water 2 ft
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