A pipe of diameter (0.5 m) interferes with the bottom surface of a reservoir as shown below. Determine the net force on the submerged surface of the pipe if the depth of water is (4 m) and the length of the pipe is (5 m):
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- One side of the container has a 03-m square door that is hinged at its top edge. If the container is filled with water, determine the smallest force F that must be applied to the bottom edge of the door to keep it closed.A pipe of diameter 0.5 m interferes with .3 the bottom surface of a reservoir as shown below. Determine the net force on the submerged surface of the pipe if the depth of water is 4 m and the length of the pipe is * .5 m Ø 0.5 m Less than 90 kN O Greater than 90 kN O Less than 80 kN OWhen calculating the value of the force exerted by the water on the window of the dam. Explain why if the pressure varies from the surface of the water, the lower limit for the integral is taken from depth "a" and not from zero? (it is convenient that you make diagrams to support your answer).
- 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 mThe massless, 4-ft-wide gate shown in the figure below pivots about the frictionless hinge O. It is held in place by the 2000 lb counterweight, W. Determine the water depth, h. Consider "Ib" as the unit of force and the specific weight of water as y=pg=62.4 lb/ft'. Water Gate - Pivot O Width = 4 ft 2 It -3 ftThe tank shown is 1.5 m wide into the paper. Determine the: A. Maximum value of ax without spilling any water and the corresponding force on the rear side wall AB. B. The minimum value of ax if the pressure at C is 0. C. The value of ay if ax=4.5 m/s2 and the pressure at C is just zero. 0.4m 0.8 m 0.75 m 1.8 m a₂
- 3. The rigid surface shown on the left side of the figure has a vertical section and an inclined section and is hinged at the bottom. Determine the horizontal force F needed to keep the gate fixed at its position. The line of action of force Fis at the same height as the free surface of water and the width of the gate is b=2 m. Gravity is downward and equal to g -9.8 m/s². Patm 0=45° 3 m Water 5 m PatmFor the tank shown in the Figure, h1 = 4.5m and h3 = 9.2m . Determine the value of h2.Find the magnitude and depth of the point of application of the force on circular gate shown in figure if h=5 ft and D=4 ft dia. Water Circular gate 60 dia D
- 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 kg/m^3 is applying pressure on the gate shown. The depth of the water is equal to the height of the gate. Theh is 6 m and width of the gate is 3 m. Determine the resultant pressure force acting on the gate? fluid gate O 35305 N O 847325 N O 70610 N O 1271000 N O 635494 NA factory's pressure tank rests on the upper base of a vertical pipe whose inside diameter is 1 ft. and whose length is 40 ft. The tank is a vertical cylinder surmounted by a cone, and it has a hemispherical base. If the alti-tudes of the cylinder and the cone are respectively 6 ft. and 3 ft. and if all three parts of the tank have an inside diameter of 6 ft., find the volume of water in the tank and pipe when full.