2. a) Determine the resultant force acting on the inclined circular gate. b) Find the location of center of pressure. c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is weightless) (a=90 cm, ywater=9810 N/m³) a 1.5 m sin 60 1.5 m I sin 60 m 2.5 m 3 m cp.
2. a) Determine the resultant force acting on the inclined circular gate. b) Find the location of center of pressure. c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is weightless) (a=90 cm, ywater=9810 N/m³) a 1.5 m sin 60 1.5 m I sin 60 m 2.5 m 3 m cp.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a) Determine the resultant force acting on the inclined circular gate.
b) Find the location of center of pressure.
c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is weightless)
(a=90 cm, γwater=9810 N/m3)

Transcribed Image Text:2. a) Determine the resultant force acting on the inclined circular gate.
b) Find the location of center of pressure.
c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is
weightless)
(a=90 cm, ywater=9810 N/m³)
a
60°
1.5 m
1.5 m
sin 60
I sin 60° m
2.5 m
3 m
cp.
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