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2. A gate 3m high is 1.5m wide is hinged at point B and rest against a smooth wall at A. Point A 1.8m vertically above B. If the total depth of sea water is 4.6m. a. Compute the total hydrostatic force acting on the gate. b. Compute the reaction at hinged B. c. Compute the horizontal force exerted by the wall at A. d. If the sea water has a specific gravity of 1.05, determine the total hydrostatic pressure acting on the gate. 4.60 m Sea water 10.03 kN/m² hinge -2.40 m 1.80 m

2. A gate 3m high is 1.5m wide is hinged at point B and rest against a smooth wall at A. Point A 1.8m vertically above B. If the total depth of sea water is 4.6m. a. Compute the total hydrostatic force acting on the gate. b. Compute the reaction at hinged B. c. Compute the horizontal force exerted by the wall at A. d. If the sea water has a specific gravity of 1.05, determine the total hydrostatic pressure acting on the gate. 4.60 m Sea water 10.03 kN/m² hinge -2.40 m 1.80 m

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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Question
2. A gate 3m high is 1.5m wide is hinged at point B and rest against a smooth wall at A. Point A 1.8m vertically above B. If the total depth of sea water is 4.6m. a. Compute the total hydrostatic force acting on the gate. b. Compute the reaction at hinged B. c. Compute the horizontal force exerted by the wall at A. d. If the sea water has a specific gravity of 1.05, determine the total hydrostatic pressure acting on the gate. 4.60 m Sea water 10.03 kN/m² hinge -2.40 m A 1.80 m
Transcribed Image Text:2. A gate 3m high is 1.5m wide is hinged at point B and rest against a smooth wall at A. Point A 1.8m vertically above B. If the total depth of sea water is 4.6m. a. Compute the total hydrostatic force acting on the gate. b. Compute the reaction at hinged B. c. Compute the horizontal force exerted by the wall at A. d. If the sea water has a specific gravity of 1.05, determine the total hydrostatic pressure acting on the gate. 4.60 m Sea water 10.03 kN/m² hinge -2.40 m A 1.80 m
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