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2 m below the water surface. A is 2.92 m to the right of B and 2.2 m above B. ompute the force on the gate due to sea water pressure (yseawater = 10kN/m³) Compute the horizontal force exerted by the wall at point A. Compute the reaction at hinge B.

2 m below the water surface. A is 2.92 m to the right of B and 2.2 m above B. ompute the force on the gate due to sea water pressure (yseawater = 10kN/m³) Compute the horizontal force exerted by the wall at point A. Compute the reaction at hinge B.

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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2. A rectangular gate 1.2 m wide rests against a smooth wall at A. It is hinged at B located at 5.2 m below the water surface. A is 2.92 m to the right of B and 2.2 m above B. a. Compute the force on the gate due to sea water pressure (yseawater = 10kN/m³) b. Compute the horizontal force exerted by the wall at point A. c. Compute the reaction at hinge B. 5.2m 1.2m 2.2m -2.92m 3.66m hinged
Transcribed Image Text:2. A rectangular gate 1.2 m wide rests against a smooth wall at A. It is hinged at B located at 5.2 m below the water surface. A is 2.92 m to the right of B and 2.2 m above B. a. Compute the force on the gate due to sea water pressure (yseawater = 10kN/m³) b. Compute the horizontal force exerted by the wall at point A. c. Compute the reaction at hinge B. 5.2m 1.2m 2.2m -2.92m 3.66m hinged
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