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Practice: Find the resultant force on the red gate due to water pressure- if the depth...
What is the resultant hydrostatic force on the gate? What is the distance of the line...
What is the resultant hydrostatic force on the gate?
What is the distance of the line of action (or the center of
pressure) of the resultant hydrostatic from the shaft?
If the weight of the gate is assumed negligible, what is the
magnitude of the force
based on problem 2.49 in text A semicircular gate is installed in the side of water storage reservoir that is at angle of 0=60 reservoir. The depth of water in the tank is H...
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...
A water gate is shown below. The gate is hinged at the top (point A) and...
A water gate is shown below. The gate is hinged at the top (point A) and held in place with a stop at the bottom. The weight W is designed to counteract the hydrostatic force acting on the gate. The gate is 4 m high and 2 m wide. The water depth d = 5m. Answer the questions below, using a water density of 1000 kg/m3, and g = 9.81 m/s2. Calculate the average hydrostatic pressure acting on the gate....
8 A rectangular gate is hinged at the water line , the dimension of gate 6mx5m...
8 A rectangular gate is hinged at the water line , the dimension of gate 6mx5m wide. The specific gravity of water 9.81 kN/m3. find the force F to keep the gate closed (Non-anonymous question ) (10 Points) V hinge 6 m water F
Example The 4-m-diameter circular gate of the- figure is located in the inclined wall of a...
Example The 4-m-diameter circular gate of the- figure is located in the inclined wall of a large reservoir containing water (y 9.80 kN/m3 gp along its horizontal diameter, and the water depth is 10 m at the shaft. 60° ). The gate is mounted on a shaft O Determine: Cb) the magnitude and location of the resultant A Center of pressure force exerted on the gate by the water the moment that would have to be applied to the shaft...
(b) A rectangular panel of width equal to 1 m is kept in place through the...
(b) A rectangular panel of width equal to 1 m is kept in place through the system shown in Figure 2. If is equal to 3 m, find (i) the force on the gate due to the water pressure (ii) the location where this force acts (iii) the tension in the cable to balance the force due to pressure. Note that the gate is hinged at [4 Marks] [2 Marks] the pivot, thus the tension in the cable can be...
1. Find the pressure at B 2. Find the pressure at C 3. The total Resultant...
1. Find the pressure at B
2. Find the pressure at C
3. The total Resultant Force exerted on the wall BC
Find the height above the bottom of the tank the
Resultant force acts
QUESTION 3 The storage tank shown contains a sludge (Specific Weight y = 9.35 kN/m”). The tank is 4 m wide (into the plane of the page) Α r = 2.15 m 3 m Yuseon = 9.35 KM
correct answer please A plane gate of uniform thickness holds back a depth of water as...
correct answer please
A plane gate of uniform thickness holds back a depth of water as shown. Find the minimum weight needed to keep the gate closed. 30 -0.483 m Water w=0.532 m 1523.21 The gate shown is hinged at . The gate is 3 m wide normal to the plane of the diagram. Calculate the force required at A to hold the gate closed. 0.69 m 2.0 m Water 135.093
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...
In the crest gate in a dam shown, surface AB forms the arc of a circle of 3 m radius subtending 5 at the hinge. The gate is 3 m long with water surface at B. Compute the amount and location of t...
In the crest gate in a dam shown, surface AB forms the arc of a circle of 3 m radius subtending 5 at the hinge. The gate is 3 m long with water surface at B. Compute the amount and location of the horizontal and vertical components of the total hydrostatic force on AB. Determine also the amount and direction of their resultant. 2. 2 m 3
In the crest gate in a dam shown, surface AB forms the arc...
What is the resultant hydrostatic force on the gate?
What is the distance of the line of action (or the center of
pressure) of the resultant hydrostatic from the shaft?
If the weight of the gate is assumed negligible, what is the
magnitude of the force
based on problem 2.49 in text A semicircular gate is installed in the side of water storage reservoir that is at angle of 0=60 reservoir. The depth of water in the tank is H...
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...
8 A rectangular gate is hinged at the water line , the dimension of gate 6mx5m wide. The specific gravity of water 9.81 kN/m3. find the force F to keep the gate closed (Non-anonymous question ) (10 Points) V hinge 6 m water F
Example The 4-m-diameter circular gate of the- figure is located in the inclined wall of a large reservoir containing water (y 9.80 kN/m3 gp along its horizontal diameter, and the water depth is 10 m at the shaft. 60° ). The gate is mounted on a shaft O Determine: Cb) the magnitude and location of the resultant A Center of pressure force exerted on the gate by the water the moment that would have to be applied to the shaft...
(b) A rectangular panel of width equal to 1 m is kept in place through the system shown in Figure 2. If is equal to 3 m, find (i) the force on the gate due to the water pressure (ii) the location where this force acts (iii) the tension in the cable to balance the force due to pressure. Note that the gate is hinged at [4 Marks] [2 Marks] the pivot, thus the tension in the cable can be...
1. Find the pressure at B
2. Find the pressure at C
3. The total Resultant Force exerted on the wall BC
Find the height above the bottom of the tank the
Resultant force acts
QUESTION 3 The storage tank shown contains a sludge (Specific Weight y = 9.35 kN/m”). The tank is 4 m wide (into the plane of the page) Α r = 2.15 m 3 m Yuseon = 9.35 KM
correct answer please
A plane gate of uniform thickness holds back a depth of water as shown. Find the minimum weight needed to keep the gate closed. 30 -0.483 m Water w=0.532 m 1523.21 The gate shown is hinged at . The gate is 3 m wide normal to the plane of the diagram. Calculate the force required at A to hold the gate closed. 0.69 m 2.0 m Water 135.093
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...
In the crest gate in a dam shown, surface AB forms the arc of a circle of 3 m radius subtending 5 at the hinge. The gate is 3 m long with water surface at B. Compute the amount and location of the horizontal and vertical components of the total hydrostatic force on AB. Determine also the amount and direction of their resultant. 2. 2 m 3
In the crest gate in a dam shown, surface AB forms the arc...
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