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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...
A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure below. The gate is hinged along its top edge and is held in position by the force P. Friction...
A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure below. The gate is hinged along its top edge and is held in position by the force P. Friction at the hinge and the weight of the gate can be neglected. Determine the required value of P. Water 29 ft Hinge Gate 60° lb
A rectangular gate having a width of 4 ft is located in the...
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....
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...
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...
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...
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 hinged water storage is shown below. Its top side is denoted as C, the narrow...
A hinged water storage is shown below. Its top side is denoted as C, the narrow side as B and the long side as A. Assume water density is 1000 kg/m3 and gravity is 9.81 m/s2 Side A is hinged at the bottom edge and secured using a clasp at its top edge centre position. Dimensions are: L = 0.8m, H = 0.6m & W = 0.4m When the tank is full of water: a) Calculate the size and location...
A hinged water storage is shown below. Its top side is denoted as C, the narrow...
A hinged water storage is shown below. Its top side is denoted as C, the narrow side as B and the long side as A Liew. Side C Clasp Side B Side A Hinges View Assume water density is 1000 kg/m3 and gravity is 9.81 m/s2 Side A is hinged at the bottom edge and secured using a clasp at its top edge centre position. Dimensions are: L = 0.8m, H = 0.6m & W=0.4m When the tank is full...
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...
Example 2-5: A gate having the cross-section shown in the figure closes an opening 1.5 m...
Example 2-5: A gate having the cross-section shown in the figure closes an opening 1.5 m wide and 1.2 m high in a water reservoir. The gate weighs 2.200 N and its center of gravity is 0.3 m to the left of AC and 0.6 m above BC. Determine the horizontal reaction that is developed on the gate at C, FC Water 2.4 m Hinge A 1.2 m Gate B 0.9 m Example 2-6: Assume that the concrete dam shown...
A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure below. The gate is hinged along its top edge and is held in position by the force P. Friction at the hinge and the weight of the gate can be neglected. Determine the required value of P. Water 29 ft Hinge Gate 60° lb
A rectangular gate having a width of 4 ft is located in the...
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...
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...
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 hinged water storage is shown below. Its top side is denoted as C, the narrow side as B and the long side as A Liew. Side C Clasp Side B Side A Hinges View Assume water density is 1000 kg/m3 and gravity is 9.81 m/s2 Side A is hinged at the bottom edge and secured using a clasp at its top edge centre position. Dimensions are: L = 0.8m, H = 0.6m & W=0.4m When the tank is full...
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...
Example 2-5: A gate having the cross-section shown in the figure closes an opening 1.5 m wide and 1.2 m high in a water reservoir. The gate weighs 2.200 N and its center of gravity is 0.3 m to the left of AC and 0.6 m above BC. Determine the horizontal reaction that is developed on the gate at C, FC Water 2.4 m Hinge A 1.2 m Gate B 0.9 m Example 2-6: Assume that the concrete dam shown...
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