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Example The 4-m-diameter circular gate of the- figure is located in the inclined wall of a...
QUESTION 5 The 4m diameter circular gate is located in the nclined wall of a large...
QUESTION 5 The 4m diameter circular gate is located in the nclined wall of a large reservoir containing water98okN/) The gate is mounted on a shaft along its honizontal diameter For a water depth of 10m above the shaft 51 Draw a clear sketch of a problem 52 Determine the magnitude and locatron 'of the resultant force exerted on the gate by the water Determine the moment that would have to be applied to the shaft to open the gate...
SECTION C 1. FigureQl shows a 4m diameter circular gatelocated on an inclined wal. The gate is mounted on a shaft al...
SECTION C 1. FigureQl shows a 4m diameter circular gatelocated on an inclined wal. The gate is mounted on a shaft along its horizontal diameter. Calculate: (a) Magnitude and location of resultant force, FK (b) Moment that would be applied to shaft to open the gate Weler be 10 FR r.esTA .C.G 4m I000 x10, T2 Fig. Q1 [15 mks
SECTION C 1. FigureQl shows a 4m diameter circular gatelocated on an inclined wal. The gate is mounted on a...
An inclined circular gate controls the flow of water across a storage structure (see Figure 1)....
An inclined circular gate controls the flow of water across a
storage structure (see Figure 1). The gate is 1.0
m in diameter with water on one side. Determine:
the total resultant force acting on the gate
the location of the center of pressure
the resisting moment at the pivot or hinge (if located at
the upper edge of the gate).
Question 1 An inclined circular gate controls flow of water across a storage structure (see Figure 1). The gate...
An inclined wall of a large water storage facility is shown below. The wall has a...
An inclined wall of a large water storage facility is shown below. The wall has a circular gate built into it. The gate rotates about a central shaft and is held closed by stop. For the conditions shown below: a (a) On a neat diagram draw the pressure distribution acting on the circular gate due to the water in the tank. [4 Marks] (b)Determine the magnitude, direction and location of the water force acting on the circular gate. [9 Marks]...
A rectangular gate that is 2m wide is located in the vertical wall of a tank...
A
rectangular gate that is 2m wide is located in the vertical wall of
a tank containing water as shown in the figure at the right copied
from the text. It’s desired to have the gate open automatically
when the depth of the water above the top of the gate reaches 10m.
Please answer the following: a) At what distance, d, should the
frictionless horizontal shaft be located? b) What is the magnitude
of the force on the gate when...
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=60 cm, γwater=9810 N/m3 )
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=60 cm, γwater=9810 N/m3
)
A rectangular gate 1.2 m wide and 3.5 m long is inclined 35°from a smooth wall....
A rectangular gate 1.2 m wide and 3.5 m long is inclined 35°from a smooth wall. The gate is hinged at point B, and rests against a smooth wall at A which is 2.7 m below the water surface. a. Compute the force on the gate due to seawater pressure (s.g. = 1.03). b. Determine the location of the force from the center of gravity of the gate. c. determine the horizontal force P exerted by the wall at point...
Theta is 30 degrees Wall (3) The gate shown in the figure is 1.2m wide and...
Theta is 30 degrees
Wall (3) The gate shown in the figure is 1.2m wide and has 10 kN weight. The gate has uniform density and rests against a smooth wall at A. If the density of the seawater over the gate is 1025 kg/m', determine: (a) the resultant force on the gate due to sea water pressure, (10%) Sea water Density = 1025kg/ml 5.1m Gate 2.2m B Moment of inertia equation for a rectangle (b) the location of the...
Dam Wall (7 marks) Fig 6 6. A circular gate AB of diameter 4 m is...
Dam Wall (7 marks) Fig 6 6. A circular gate AB of diameter 4 m is designed to close the water flowing out from the sloping wall of a dam structure. The gate is hinged at A as in Fig 6. Calculate (a) the magnitude of hydrostatic force acting on the circular gate and (b) the position of hydrostatic force from the water surface. (6 marks) 7. Using the data in Fig 7, (a) find va if vb is 3...
2.43. The 2-m-diameter pipe illustrated in Figure 2.58D drains water from a reservoir, where the crown...
2.43. The 2-m-diameter pipe illustrated in Figure 2.58D drains water from a reservoir, where the crown of the pipe is 3 m below the surface of the reservoir. If the pipe entrance is covered with a 2-m-diameter gate hinged at A, determine the magnitude and location of the net hydrostatic force on the gate. What torque would need to be applied at A to open the gate? Figure 2.58 Submerged gate Wall 3 m Reservoir Gate Pipelne 2 m
QUESTION 5 The 4m diameter circular gate is located in the nclined wall of a large reservoir containing water98okN/) The gate is mounted on a shaft along its honizontal diameter For a water depth of 10m above the shaft 51 Draw a clear sketch of a problem 52 Determine the magnitude and locatron 'of the resultant force exerted on the gate by the water Determine the moment that would have to be applied to the shaft to open the gate...
SECTION C 1. FigureQl shows a 4m diameter circular gatelocated on an inclined wal. The gate is mounted on a shaft along its horizontal diameter. Calculate: (a) Magnitude and location of resultant force, FK (b) Moment that would be applied to shaft to open the gate Weler be 10 FR r.esTA .C.G 4m I000 x10, T2 Fig. Q1 [15 mks
SECTION C 1. FigureQl shows a 4m diameter circular gatelocated on an inclined wal. The gate is mounted on a...
An inclined circular gate controls the flow of water across a
storage structure (see Figure 1). The gate is 1.0
m in diameter with water on one side. Determine:
the total resultant force acting on the gate
the location of the center of pressure
the resisting moment at the pivot or hinge (if located at
the upper edge of the gate).
Question 1 An inclined circular gate controls flow of water across a storage structure (see Figure 1). The gate...
An inclined wall of a large water storage facility is shown below. The wall has a circular gate built into it. The gate rotates about a central shaft and is held closed by stop. For the conditions shown below: a (a) On a neat diagram draw the pressure distribution acting on the circular gate due to the water in the tank. [4 Marks] (b)Determine the magnitude, direction and location of the water force acting on the circular gate. [9 Marks]...
A
rectangular gate that is 2m wide is located in the vertical wall of
a tank containing water as shown in the figure at the right copied
from the text. It’s desired to have the gate open automatically
when the depth of the water above the top of the gate reaches 10m.
Please answer the following: a) At what distance, d, should the
frictionless horizontal shaft be located? b) What is the magnitude
of the force on the gate when...
Theta is 30 degrees
Wall (3) The gate shown in the figure is 1.2m wide and has 10 kN weight. The gate has uniform density and rests against a smooth wall at A. If the density of the seawater over the gate is 1025 kg/m', determine: (a) the resultant force on the gate due to sea water pressure, (10%) Sea water Density = 1025kg/ml 5.1m Gate 2.2m B Moment of inertia equation for a rectangle (b) the location of the...
Dam Wall (7 marks) Fig 6 6. A circular gate AB of diameter 4 m is designed to close the water flowing out from the sloping wall of a dam structure. The gate is hinged at A as in Fig 6. Calculate (a) the magnitude of hydrostatic force acting on the circular gate and (b) the position of hydrostatic force from the water surface. (6 marks) 7. Using the data in Fig 7, (a) find va if vb is 3...
2.43. The 2-m-diameter pipe illustrated in Figure 2.58D drains water from a reservoir, where the crown of the pipe is 3 m below the surface of the reservoir. If the pipe entrance is covered with a 2-m-diameter gate hinged at A, determine the magnitude and location of the net hydrostatic force on the gate. What torque would need to be applied at A to open the gate? Figure 2.58 Submerged gate Wall 3 m Reservoir Gate Pipelne 2 m
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