Calculate the magnitude of the force applied at B needed to keep the gate AB shut. The gate is hinged at A, and is 2.0 m into the page. Submit the answer in Newtons.
Calculate the magnitude of the force applied at B needed to keep the gate AB shut....
Gate AB in the given image is semicircular, hinged at B, and held by a horizontal force P at A. For a = 1.8 m, and force P = 40000 N required for equilibrium, calculate the radius of the gate b in meters. Water Gate: Side view - - - - -
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
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...
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...
correct answer please
A plane gate of uniform thickness holds back a depth of water as shown. Find the minimum weight needed to keep the gate closed. 30 -0.483 m Water w=0.532 m 1523.21 The gate shown is hinged at . The gate is 3 m wide normal to the plane of the diagram. Calculate the force required at A to hold the gate closed. 0.69 m 2.0 m Water 135.093
Consider the gate shown in the figure below. Note the gate is hinged at location A. If the liquid behind the gate has a specific gravity of 1.4, answer the questions below: Calculate the resultant force applied by the fluid on the gate_______Calculate the location of the resultant force in question 1_______Calculate the force at B (F_B) needed to keep the gate closed.________
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...
What is the resultant hydrostatic force on the gate?
What is the distance of the line of action (or the center of
pressure) of the resultant hydrostatic from the shaft?
If the weight of the gate is assumed negligible, what is the
magnitude of the force
based on problem 2.49 in text A semicircular gate is installed in the side of water storage reservoir that is at angle of 0=60 reservoir. The depth of water in the tank is H...
Q2. (b) Compute the magnitude of the hydrostatic force on the circular gate AB and the location of the center of pressure from the top. Assume p. -1000 kg im". [14] 0:45 1.5 C w
What force must be applied at point P to keep the structure shown in equilibrium? The weight of the structure is negligible. (Assume that the +x-axis is to the right and the +y-axis is up along the page. Give the magnitude in newtons and the direction in degrees counterclockwise from the +x-axis.) 9,760 N 1.0 m 2.0m 2.0m 4,880 N magnitude direction o counterclockwise from the +x-axis