A horizontal tunnel having a diameter of 3m is closed by a vertical gate. When the tunnel is (a) 1/2 full (b) 3/4 of water, determine the magnitude and location of the total force.
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A horizontal tunnel having a diameter of 3m is closed by a vertical gate. When the tunnel is (a) 1/2 full (b) 3/4 of water, determine the magnitude and location of the total force.
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- The 1-m wide gate ab depicted on the right retains water 3 m deep. Determine the horizontal and vertical forces on the gate, and then calculate magnitude and direction of the resultant force on the gate. a r = 1 mAn inclined, circular gate with water on one side is shown in the figure. Determine the total resultant force acting on the gate.(a) Calculate the magnitude of the resultant force acting on the Tainter gate ABC as shown. The gate is 3 m wide. (b) Determine the line of action of the resultant force. Water R= 6 m 6 m R = kN 6 m Line of action = m from point "O"
- The 100cm radius cylinder weighs 3.1 KN and rest on the bottom of a container which is 1.5 meter long. Oil and water are poured into the left and right portion of the container to the depth of 0.8m and 1.4m respectively. Find the magnitude of the horizontal and vertical components of the force which will keep the cylinder touching the container at B.Calculate the magnitude of the resultant force acting on the Tainter gate ABC as shown. The gate is 3 m wide. (b) Determine the line of action of the resultant force. Water R=6m R = kN 6m Line of action = m from point "O"Find the location of resultant force( F)of the water on the triangular gate and the force(P) necessary to hold the gate in *.'the position shown in Fig.e=53 water 8 ate 5m Hing 3m P=51.09 KN O P= 61.09 KN O P= 71.09 KN O 2m
- 95 bläi 5 In the Fig. below is shown the * cross-section of the tank full of water under pressure. The length of the tank is 3 m. An empty cylinder lies along the length of the tank on one of its corners as shown. The horizontal component of the force acting on the curved surface ABC of * :the cylinder is 28 kN/m A r= 1.0m Tank full of water Empty cylinderFluid with a density of 1200 kgim^3 is applying pressure on the gate shown. The depth of the water is equal to the height of the gate. The h is 6 m and width of the gate is 3 m. Determine the location of the line of action of the resultant force with respect to free surface? fluid gate 5 m 4 m 1 m 3 m O2 m O O O O OWater fills the pipe AB such that the absolute pressure at A is 450 kPa . The inner diameter of the pipe is 55 mm . The density of the water is 1000 kg/m³. Acceleration due to gravity is 9.81 m/s². (Figure 1) Figure B 0.3 m 0.4 m If the atmospheric pressure is 101 kPa, determine the resultant force the water and surrounding air exert on the cap at B. Express your answer to three significant figures and include the appropriate units.