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Find the force of the gate on the block as shown, where d = 12m, h...
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....
2 6 h 2.. The gate shown in the figure below is used to hold back...
2 6 h 2.. The gate shown in the figure below is used to hold back water in a channel. Given that h 6 m and that the gate has negligible weight, determine the magnitude and location of the horizontal and vertical components of the force due to the water on the gate, per meter of its length. (The density of the water is 1000 kg/m2)
In the figure below, find the force applied on the gate AB. The width of gate...
In the figure below, find the force applied on the gate AB. The width of gate is 6 ft. Ignore the weight of the gate. (Note: Moment M keeps the gate closed, however, you do not need to calculate it) B 3007 TILLLLLLLLLLL M 3 PEL Water 32 S.G. 6.0
As shown in the figure, a 25 kg block is being pulled by a force F...
As shown in the figure, a 25 kg block is being pulled by a force F = 220 N up along a rough incline. The coefficient of kinetic friction between the block and the incline is μk = 0.30. The block is pulled through a distance of 23.0 m. (c) Calculate the work (in Joules) done by the pulling force F. Pay attention to the angle in the work formula and the sign of work. (d) Calculate the work (in...
a) Determine the resultant force acting on the inclined circular gate. b) Find the location of center of pressure. c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is weightless) (a=60 cm, γwater=9810 N/m3 )
a) Determine the resultant force acting on the inclined circular gate.
b) Find the location of center of pressure.
c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is
weightless)
(a=60 cm, γwater=9810 N/m3
)
(1 point) F. The gate shown in the figure is pinned at point A and prevents...
(1 point) F. The gate shown in the figure is pinned at point A and prevents liquid from escaping the fluid region. The liquid depth H 13.25 m, the gate length L 4.3 m, the gate width into the page W-9.3 m, and the gate is oriented at an angle θ 49.5° above the horizontal plane. If the liquid in the fluid region is water at a temperature of 20°C, determine the force Fr delivered by the stop. Fz MN
what is the vertical and horizontal reaction force at point B and the force found on...
what is the vertical and horizontal reaction force at point B and
the force found on cable AC?
A member (AB) having a uniform distributed weight of 392.4 N/m is supported by a cable (AC) as shown. The member supports a block having a weight of 4905. Find the tension force in the cable and the horizontal and vertical reaction forces at the pin-connection at B. Neglect the weight of the cable. 7m 5m 12m W - 4905N OCO DHI...
a) The horizontal force(s) (direction and magnitude) acting on the gate per unit width and draw the pressure distribution diagram(s) [6 marks] b) The vertical force(s) acting on the gate per unit wid...
a) The horizontal force(s) (direction and magnitude) acting on
the gate per unit width and draw the pressure distribution
diagram(s) [6 marks] b) The vertical force(s) acting on the gate
per unit width (Include direction and magnitude). [6 marks] c) If
the gate is 5 m long (into the page), calculate the magnitude,
direction and angle of the resultant hydrostatic force acting on
the gate. [7 marks] d) The net horizontal force acting on the dam
per unit width. Include...
Problem 2 The rectangular gate CAB, shown in cross section, is L=1.5 m high and w=2...
Problem 2 The rectangular gate CAB, shown in cross section, is L=1.5 m high and w=2 m wide (into the page). The water has a depth of d=1 m on one side of the gate. The gate is pinned at A and is restrained by a smooth stopper at B that bears horizontally against the lower edge of the plate. The gate has a mass per area of m=27.18 kg/m² (already accounting for the thickness of the gate). Ignoring the...
Water resources. PROBLEM 1: Capillary Tube Hemispherical Gate Above is a tank full of pure water...
Water resources.
PROBLEM 1: Capillary Tube Hemispherical Gate Above is a tank full of pure water with a depth, D = 3 m (and water below the level of the gate). A hemispherical gate is present as well as a glass tube as shown with the following details: • Hemispherical gate has diameter of 500 mm. • Capillary tube has diameter of 5 mm. Part a.) Find the total force on the gate. Part b.) Draw the force vector that...
2 6 h 2.. The gate shown in the figure below is used to hold back water in a channel. Given that h 6 m and that the gate has negligible weight, determine the magnitude and location of the horizontal and vertical components of the force due to the water on the gate, per meter of its length. (The density of the water is 1000 kg/m2)
In the figure below, find the force applied on the gate AB. The width of gate is 6 ft. Ignore the weight of the gate. (Note: Moment M keeps the gate closed, however, you do not need to calculate it) B 3007 TILLLLLLLLLLL M 3 PEL Water 32 S.G. 6.0
(1 point) F. The gate shown in the figure is pinned at point A and prevents liquid from escaping the fluid region. The liquid depth H 13.25 m, the gate length L 4.3 m, the gate width into the page W-9.3 m, and the gate is oriented at an angle θ 49.5° above the horizontal plane. If the liquid in the fluid region is water at a temperature of 20°C, determine the force Fr delivered by the stop. Fz MN
what is the vertical and horizontal reaction force at point B and
the force found on cable AC?
A member (AB) having a uniform distributed weight of 392.4 N/m is supported by a cable (AC) as shown. The member supports a block having a weight of 4905. Find the tension force in the cable and the horizontal and vertical reaction forces at the pin-connection at B. Neglect the weight of the cable. 7m 5m 12m W - 4905N OCO DHI...
a) The horizontal force(s) (direction and magnitude) acting on
the gate per unit width and draw the pressure distribution
diagram(s) [6 marks] b) The vertical force(s) acting on the gate
per unit width (Include direction and magnitude). [6 marks] c) If
the gate is 5 m long (into the page), calculate the magnitude,
direction and angle of the resultant hydrostatic force acting on
the gate. [7 marks] d) The net horizontal force acting on the dam
per unit width. Include...
Problem 2 The rectangular gate CAB, shown in cross section, is L=1.5 m high and w=2 m wide (into the page). The water has a depth of d=1 m on one side of the gate. The gate is pinned at A and is restrained by a smooth stopper at B that bears horizontally against the lower edge of the plate. The gate has a mass per area of m=27.18 kg/m² (already accounting for the thickness of the gate). Ignoring the...
Water resources.
PROBLEM 1: Capillary Tube Hemispherical Gate Above is a tank full of pure water with a depth, D = 3 m (and water below the level of the gate). A hemispherical gate is present as well as a glass tube as shown with the following details: • Hemispherical gate has diameter of 500 mm. • Capillary tube has diameter of 5 mm. Part a.) Find the total force on the gate. Part b.) Draw the force vector that...
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