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Situation 2 Gate AB in Figure 1 is a regular hexagon with perimeter of 18m. It is hinged at A and restrained by a stop at B. The depth of water, h, is 12m. Assume that the gate has a negligible weight. (a) Determine the force acting on the gate, in kN. (b) Determine the vertical distance between the center of pressure and center of gravity. (c) Determine the normal force at stop B, in kN. Pe Fig. 1 Waler

Situation 2 Gate AB in Figure 1 is a regular hexagon with perimeter of 18m. It is hinged at A and restrained by a stop at B. The depth of water, h, is 12m. Assume that the gate has a negligible weight. (a) Determine the force acting on the gate, in kN. (b) Determine the vertical distance between the center of pressure and center of gravity. (c) Determine the normal force at stop B, in kN. Pe Fig. 1 Waler

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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Situation 2 Fig. 1 Gate AB in Figure 1 is a regular hexagon with perimeter of 18m. It is hinged at A and restrained by a stop at B. The depth of water, h, is 12m. Assume that the gate has a negligible weight. (a) Determine the force acting on the gate, in kN. (b) Determine the vertical distance between the center of pressure and center of gravity. (c) Determine the normal force at stop B, in kN. Waler P.
Transcribed Image Text:Situation 2 Fig. 1 Gate AB in Figure 1 is a regular hexagon with perimeter of 18m. It is hinged at A and restrained by a stop at B. The depth of water, h, is 12m. Assume that the gate has a negligible weight. (a) Determine the force acting on the gate, in kN. (b) Determine the vertical distance between the center of pressure and center of gravity. (c) Determine the normal force at stop B, in kN. Waler P.
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