Homework Answers
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 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...
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...
The rigid gate, OAB, of Fig. P11.23 is hinged at O and rests against a rigid...
The rigid gate, OAB, of Fig. P11.23 is hinged at O and rests against a rigid support at B. What minimum horizontal force, P, is required to hold the gate closed if its width is 3 m? Neglect the weight of the gate and friction in the hinge. The back of the gate is exposed to the atmosphere.
Q2. (20 points) The gate shown below is 5 ft wide. It is hinged at point...
Q2. (20 points) The gate shown below is 5 ft wide. It is hinged at point B and it rests against a smooth wall at A. The gate is rectangular. There is seawater acting on the gate with specific weight Yseawater = 64 lb/ft i. Draw a diagram for this question and show all forces acting on the gate with their locations ii. Find the force acting on the gate iii. Find the location of this force h iv. Find...
A uniform 6-m high, 10-m wide (into the page) rectangular gate is hinged at Point A....
A uniform 6-m high, 10-m wide (into the page) rectangular gate
is hinged at Point A. The right side of the gate is exposed to the
atmosphere while the left side is partially covered by 2 different
fluids (oil as top layer and water as bottom layer). The free
surface of the oil is 1 m below the hinge at Point A. The oil layer
(SG = 0.8) is 2-m thick while the water layer is 3-m thick.
Assuming the...
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...
The rigid gate, OAB, in Figure is hinged at O and rests against a rigid support at B. What is the minimum horizontal force, P, is required to hold the gate closed if its width is 4 m? Neglect the weight of the gate and friction in the hinge The back of th
The rigid gate, OAB, in Figure is
hinged at O and rests against a
rigid support at B. What is the
minimum horizontal force, P, is
required to hold the gate closed
if its width is 4 m? Neglect the
weight of the gate and friction in
the hinge The back of the gate is
exposed to the atmosphere.
A homogeneous, 4-ft-wide, 16-ft-long rectangular gate weighing 1000 lb is held in place by a horizontal...
A homogeneous, 4-ft-wide, 16-ft-long rectangular gate weighing
1000 lb is held in place by a horizontal flexible cable as shown in
the Fig. P2.87. Water acts against the gate which is hinged at
point A. Friction in the hinge is negligible. Determine the
tension in the cable.
A homogeneous, 4-ft-wide, 16-ft-long rectangular gate weighing 1000 lb is held in place by a horizontal flexible cable as shown in the Fig. P2.87. Water acts against the gate which is hinged at...
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...
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...
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...
Q2. (20 points) The gate shown below is 5 ft wide. It is hinged at point B and it rests against a smooth wall at A. The gate is rectangular. There is seawater acting on the gate with specific weight Yseawater = 64 lb/ft i. Draw a diagram for this question and show all forces acting on the gate with their locations ii. Find the force acting on the gate iii. Find the location of this force h iv. Find...
A uniform 6-m high, 10-m wide (into the page) rectangular gate
is hinged at Point A. The right side of the gate is exposed to the
atmosphere while the left side is partially covered by 2 different
fluids (oil as top layer and water as bottom layer). The free
surface of the oil is 1 m below the hinge at Point A. The oil layer
(SG = 0.8) is 2-m thick while the water layer is 3-m thick.
Assuming the...
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...
A homogeneous, 4-ft-wide, 16-ft-long rectangular gate weighing
1000 lb is held in place by a horizontal flexible cable as shown in
the Fig. P2.87. Water acts against the gate which is hinged at
point A. Friction in the hinge is negligible. Determine the
tension in the cable.
A homogeneous, 4-ft-wide, 16-ft-long rectangular gate weighing 1000 lb is held in place by a horizontal flexible cable as shown in the Fig. P2.87. Water acts against the gate which is hinged at...
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...
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