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Gate AB in Figure A2 is a homogeneous mass of 180 kg, 1.2 m wide into...
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...
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...
Question 2 (15 marks) 1 CLO1 CLO Marks a) A rectangular gate AB in the Figure...
Question 2 (15 marks) 1 CLO1 CLO Marks a) A rectangular gate AB in the Figure 2 is 1.2 m long and 0.8 m wide. Calculate the resultant force FR on the gate and its center of pressure position X. (7 marks) S.G=0.82 1.2 m Note: BX 40° F Figure 2 b) A rectangular, fully enclosed tank 2.4 m long. 1.4 m wide and 0.8 m high is constructed of sheet metal weighing 340N/m. The tank floals in sea water...
a 3-m wide, 8-m high rectangular gate is located at the end of arectangular passage that...
a 3-m wide, 8-m high rectangular gate is located at the end of arectangular passage that is connected to a large open tankfilled with water. The gate is hinged at its bottom and heldclosed by a horizontal force, FH , located at the centerof the gate. The maximum value for FH is 3500kN. (a) Determine the maximum water depth, h, abovethe center of the gate that can exist without the gateopening. (b) Is the answer the same if the gate...
Help The rectangular homogeneous gate shown below is 3.00 m high * 1.00 m wide and...
Help
The rectangular homogeneous gate shown below is 3.00 m high * 1.00 m wide and has a frictionless hinge at the bottom. If the fluid on the left side of the gate has a density of 1,600 kg/m^3, the magnitude of the force F (kN) required to keep the gate closed is most nearly: 0 22 24 220 The mean pressure of the field acting on the gate i evaluated at the mean height, and the center of pressure...
This is for my fluid mechanics class. I need help please. Thank you 5. Gate AB...
This is for my fluid mechanics class. I need help please.
Thank you
5. Gate AB in the following figure is a three-eighth circle, 3 m wide into the paper and hinged at 'B It is resting against a smooth wall at 'A' compute the reaction forces at A' and B'. Ysea water 10,0050 N/m2. (25 points) Seawaser, R0.050 2 m 45
A 6-m-hight, 4-m-wide rectangular gate is located at the end of an open freshwater tank. The...
A 6-m-hight, 4-m-wide rectangular gate is located at the end of an open freshwater tank. The gate is hinged at the top and held in place by a force F. The pressure is proportional to the depth of the water and the average pressure p_avg exerted on the gate by the water is: where deltap is the difference in pressure between the bottom of the gate (P_1) and the surface (p_0). The resulting force of the water on the gate...
solve all please Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle...
solve all please
Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle. The jet diameter is 5 cm and it flows smoothly on the surface of the gate without friction. The gate has a mass of 300 kg. The centroide ofa quarter circle area is located at a dste m from the...
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...
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...
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...
Question 2 (15 marks) 1 CLO1 CLO Marks a) A rectangular gate AB in the Figure 2 is 1.2 m long and 0.8 m wide. Calculate the resultant force FR on the gate and its center of pressure position X. (7 marks) S.G=0.82 1.2 m Note: BX 40° F Figure 2 b) A rectangular, fully enclosed tank 2.4 m long. 1.4 m wide and 0.8 m high is constructed of sheet metal weighing 340N/m. The tank floals in sea water...
Help
The rectangular homogeneous gate shown below is 3.00 m high * 1.00 m wide and has a frictionless hinge at the bottom. If the fluid on the left side of the gate has a density of 1,600 kg/m^3, the magnitude of the force F (kN) required to keep the gate closed is most nearly: 0 22 24 220 The mean pressure of the field acting on the gate i evaluated at the mean height, and the center of pressure...
This is for my fluid mechanics class. I need help please.
Thank you
5. Gate AB in the following figure is a three-eighth circle, 3 m wide into the paper and hinged at 'B It is resting against a smooth wall at 'A' compute the reaction forces at A' and B'. Ysea water 10,0050 N/m2. (25 points) Seawaser, R0.050 2 m 45
A 6-m-hight, 4-m-wide rectangular gate is located at the end of an open freshwater tank. The gate is hinged at the top and held in place by a force F. The pressure is proportional to the depth of the water and the average pressure p_avg exerted on the gate by the water is: where deltap is the difference in pressure between the bottom of the gate (P_1) and the surface (p_0). The resulting force of the water on the gate...
solve all please
Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle. The jet diameter is 5 cm and it flows smoothly on the surface of the gate without friction. The gate has a mass of 300 kg. The centroide ofa quarter circle area is located at a dste m from the...
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...
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...
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