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Q2) A long solid cylinder of radius 1.2 m hinged at point A is used as an automatic gate, as shown in the following Figure. When the water level reaches 8 m, the gate opens by turning about the hinge at point A. Determine (a) the hydrostatic force acting on the cylinder and its line of action when the gate opens and (b) the weight of the cylinder per m length of the cylinder. 9/m³ Pwater = 1000 Kg/ IK 8m 1.2 m -S=6.8m o" R=1,2 m 8 Wol

Q2) A long solid cylinder of radius 1.2 m hinged at point A is used as an automatic gate, as shown in the following Figure. When the water level reaches 8 m, the gate opens by turning about the hinge at point A. Determine (a) the hydrostatic force acting on the cylinder and its line of action when the gate opens and (b) the weight of the cylinder per m length of the cylinder. 9/m³ Pwater = 1000 Kg/ IK 8m 1.2 m -S=6.8m o" R=1,2 m 8 Wol

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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Q2) A long solid cylinder of radius 1.2 m hinged at point A is used as an automatic gate, as shown in the following Figure. When the water level reaches 8 m, the gate opens by turning about the hinge at point A. Determine (a) the hydrostatic force acting on the cylinder and its line of action when the gate opens and (b) the weight of the cylinder per m length of the cylinder. 9/m³ Pwater = 1000 Kg/ IK 8m 1.2 m -S=6.8m o" R=1,2 m 8 Wol
Transcribed Image Text:Q2) A long solid cylinder of radius 1.2 m hinged at point A is used as an automatic gate, as shown in the following Figure. When the water level reaches 8 m, the gate opens by turning about the hinge at point A. Determine (a) the hydrostatic force acting on the cylinder and its line of action when the gate opens and (b) the weight of the cylinder per m length of the cylinder. 9/m³ Pwater = 1000 Kg/ IK 8m 1.2 m -S=6.8m o" R=1,2 m 8 Wol
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