Problem 4. The gate below is 1.5 m wide and hinged at point B. It rests against a smooth wall at point A. Compute (a) the force on the gate due to the pressure of the seawater (specific gravity is 1.025 at 25°C), (b) the horizontal force, P, exerted by the wall at point A, and (c) the reaction at hinge, B. 4.5 m Р atmos Sea- water Gate ↑ 1.8 m B 2.4m P

Structural Analysis
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Chapter2: Loads On Structures
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Problem 4. The gate below is 1.5 m wide and hinged at point B. It rests against a smooth wall at point
A. Compute (a) the force on the gate due to the pressure of the seawater (specific gravity is 1.025 at
25°C), (b) the horizontal force, P, exerted by the wall at point A, and (c) the reaction at hinge, B.
4.5 m
Р
atmos
Sea-
water
Gate
↑
1.8 m
B 2.4m
P
Transcribed Image Text:Problem 4. The gate below is 1.5 m wide and hinged at point B. It rests against a smooth wall at point A. Compute (a) the force on the gate due to the pressure of the seawater (specific gravity is 1.025 at 25°C), (b) the horizontal force, P, exerted by the wall at point A, and (c) the reaction at hinge, B. 4.5 m Р atmos Sea- water Gate ↑ 1.8 m B 2.4m P
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