. A rectangular gate 1.20 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 (unit weight of sea water = 10 kN/m³) (b) Compute the horizontal force exerted by the wall at point A.

Structural Analysis
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Chapter2: Loads On Structures
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Civil engineering -Hydraulics

 

. A rectangular gate 1.20 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 (unit weight of sea water =
10 kN/m³)
(b) Compute the horizontal force exerted by the wall at point A.
Transcribed Image Text:. A rectangular gate 1.20 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 (unit weight of sea water = 10 kN/m³) (b) Compute the horizontal force exerted by the wall at point A.
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