3) A 4-ft high, 10-ft wide rectangular plate is hinged at the water line as shown in figure. The gate is held closed by the force F applied at the bottom. Find: ) The hydrostatic force (Ib) acting on the gate. The center of pressure (ft) of the hydrostatic force. The magnitude of force F (Ib) BMAN 1 ft Hinge Water 4 ft Reference: A = ba a

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3) A 4-ft high, 10-ft wide rectangular plate is hinged at the water line as shown in figure. The gate is held
closed by the force F applied at the bottom. Find:
) The hydrostatic force (Ib) acting on the gate.
The center of pressure (ft) of the hydrostatic force.
) The magnitude of force F (lb)
EMAM
1 ft
Hinge
Water
aAbog is e
4 ft
nonsm ent to3 (2.ntoq
F
Reference:
A = ba
%3D
Ive = ba
12
L = 12 ab
%3D
b.
2
Iye = 0
(a) Rectangle
is adl enupi ri maleva exdho7 (2n
od st is
/2
17
Transcribed Image Text:3) A 4-ft high, 10-ft wide rectangular plate is hinged at the water line as shown in figure. The gate is held closed by the force F applied at the bottom. Find: ) The hydrostatic force (Ib) acting on the gate. The center of pressure (ft) of the hydrostatic force. ) The magnitude of force F (lb) EMAM 1 ft Hinge Water aAbog is e 4 ft nonsm ent to3 (2.ntoq F Reference: A = ba %3D Ive = ba 12 L = 12 ab %3D b. 2 Iye = 0 (a) Rectangle is adl enupi ri maleva exdho7 (2n od st is /2 17
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