Homework Answers
![page- (3) it = (17) ft -> area of Gate= Gate= A= ban 5 * 10,81 А (54,05) ft? Force acting on the gate = F F = [(-399 ata] 64](http://img.homeworklib.com/questions/8f80cc20-065f-11eb-8140-711b5b5ba7de.png?x-oss-process=image/resize,w_560)
![Page - (4) (In) Sim²o + A 2 2 12 t hogy xxxt Chü x x [sim (33.6077 (2x h t. 2 0.815 x gim² 133.69] +17 12 X 17 0.176 t 17 h*](http://img.homeworklib.com/questions/9029b7e0-065f-11eb-960f-3904776a258f.png?x-oss-process=image/resize,w_560)
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Q2. (20 points) The gate shown below is 5 ft wide. It is hinged at point...
Fluid Mechanics Question 4: The gate shown in the figure below is 4.5 feet into the screen and hinged @ point B and res...
Fluid Mechanics
Question 4: The gate shown in the figure below is 4.5 feet into
the screen and hinged @ point B and rests against a smooth wall @
A. Compute the the horizontal force (in pounds) @ point A? (numeric
value only - No units). The dimensions are as follows:
Hw = 12 ft., yg = 6 ft.,
xg = 8 ft.
QUESTION 4 The gate shown in the figure below is 4.5 feet into the screen and hinged...
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...
Hi can you do this proble. There is solutions on cheg but it is not the...
Hi can you do this proble. There is solutions on cheg but it
is not the same solutoin. please specify your solution. Thank
You!
Prob3 The gate in is 5 ft wide, is hinged at point B, and rests against a smooth wall at point A. Compute (a) the force on the gate due to seawater pressure, (b) the horizontal force P exerted by the wall at point A, and (e) the reactions at the hinge B. Wall P. Seawater...
1. A gate, shown in Fig. Q1, is 1.5 m wide, is hinged at point A...
1. A gate, shown in Fig. Q1, is 1.5 m wide, is hinged at point A and rests against a wall at point B. The fluid is water and the free surface is open to the atmosphere. Calculate (G) the force on the gate due to pressure exerted by the water, and (ii) by taking moments about point A, the horizontal force exerted by the wall at point B. (10 marks) (15 marks) Pa I water 4.5 m 1.8 m...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B,...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B, and rest against a smooth wall at point A. Compute: (a) the pressure due to seawater at point A, (3 Marks) (b) the force on the gate due to seawater pressure, (5 Marks) C) the horizontal force P exerted by the wall at point A, and (7 Marks) (d) the reaction at the hinge B (5 Marks) Wall Seawater: 10,000 N/m 4.5 m А...
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....
CEES2223 Final Exam 1261s (7 points) Water is held in position as shown by a 3-m wide by 2 -m.tong gular gate. The gate is hinged at the top and rests on a smooth bottom termine the reaction of the h...
CEES2223 Final Exam 1261s (7 points) Water is held in position as shown by a 3-m wide by 2 -m.tong gular gate. The gate is hinged at the top and rests on a smooth bottom termine the reaction of the hinge and the reaction from the bottom ot the tank
CEES2223 Final Exam 1261s (7 points) Water is held in position as shown by a 3-m wide by 2 -m.tong gular gate. The gate is hinged at the top and...
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...
4) The flow of water from a reservoir is controlled by a 5-ft-wide L-shaped gate hinged...
4) The flow of water from a reservoir is controlled by a 5-ft-wide L-shaped gate hinged at point A, as shown. If it is desired that the gate open when the water height is 12 ft, determine the mass of the required weight W. 8 ft Gate 15 ft 12 ft
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into...
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into the paper, hinged at A, and resting on a smooth bottom at B. All fluids are at 200 C. a) If the moment about the centre of gravity of a submerged plate at an angle e is defined as FYCP = Then show that this moment is given by [5marks] [3 marks b) Draw a diagram with all forces acting on the gate AB...
Fluid Mechanics
Question 4: The gate shown in the figure below is 4.5 feet into
the screen and hinged @ point B and rests against a smooth wall @
A. Compute the the horizontal force (in pounds) @ point A? (numeric
value only - No units). The dimensions are as follows:
Hw = 12 ft., yg = 6 ft.,
xg = 8 ft.
QUESTION 4 The gate shown in the figure below is 4.5 feet into the screen and hinged...
Hi can you do this proble. There is solutions on cheg but it
is not the same solutoin. please specify your solution. Thank
You!
Prob3 The gate in is 5 ft wide, is hinged at point B, and rests against a smooth wall at point A. Compute (a) the force on the gate due to seawater pressure, (b) the horizontal force P exerted by the wall at point A, and (e) the reactions at the hinge B. Wall P. Seawater...
1. A gate, shown in Fig. Q1, is 1.5 m wide, is hinged at point A and rests against a wall at point B. The fluid is water and the free surface is open to the atmosphere. Calculate (G) the force on the gate due to pressure exerted by the water, and (ii) by taking moments about point A, the horizontal force exerted by the wall at point B. (10 marks) (15 marks) Pa I water 4.5 m 1.8 m...
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B, and rest against a smooth wall at point A. Compute: (a) the pressure due to seawater at point A, (3 Marks) (b) the force on the gate due to seawater pressure, (5 Marks) C) the horizontal force P exerted by the wall at point A, and (7 Marks) (d) the reaction at the hinge B (5 Marks) Wall Seawater: 10,000 N/m 4.5 m А...
CEES2223 Final Exam 1261s (7 points) Water is held in position as shown by a 3-m wide by 2 -m.tong gular gate. The gate is hinged at the top and rests on a smooth bottom termine the reaction of the hinge and the reaction from the bottom ot the tank
CEES2223 Final Exam 1261s (7 points) Water is held in position as shown by a 3-m wide by 2 -m.tong gular gate. The gate is hinged at the top 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...
4) The flow of water from a reservoir is controlled by a 5-ft-wide L-shaped gate hinged at point A, as shown. If it is desired that the gate open when the water height is 12 ft, determine the mass of the required weight W. 8 ft Gate 15 ft 12 ft
Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into the paper, hinged at A, and resting on a smooth bottom at B. All fluids are at 200 C. a) If the moment about the centre of gravity of a submerged plate at an angle e is defined as FYCP = Then show that this moment is given by [5marks] [3 marks b) Draw a diagram with all forces acting on the gate AB...
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