The tank in the image contains benzene and is pressurized to 350 kPa (gage) in the air gap. The tank is 3 m wide along the Determine the vertical hydrostatic force on circular-arc section AB and its line of action. 60 cm 30 cm V B Benzene 60 cm at 20°C
Q: A svisi 1.3 m 0.25 Su to.15 m 0.5 m -B srvisı
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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.The hemispherical glass bowl is filled with water. Find the location y of the center of gravity of the filled bowl. Approximate the bowl as a thin shell of radius R=6.15in. Use 1=162lb/ft3 for glass and 2=62.4lb/ft3 for water.This Utah-shaped plate is submerged in oil, (s=0.94) and lies in a vertical plane. Find the magnitude and location of the hydrostatic force acting on one side of the plate. * Oil surface 1.5 m 1.5 m 4.6 m 2.6 m 3.8 m O 4.27 4.47 O 4.67 4.87
- A barrel in the form of a frustum of a cone with a radius of 3m and 6m at the bottom and at the top respectively. It is 5m high and is 4/5 full of oil (0.83). Determine the a. Total hydrostatic force "F" acting on the wall of the barrel in kN and b. its line of action "s" from the bottomThe cylinder shown in the figure extends 10 ft into the paper. If the cylinder has the radius of 4 ft, compute the vertical component of the hydrostatic force of the oil on the cylinder. 90 Oil ( s.g. = 0.85 ) 4 ft, 90 S0°If the base of the triangles is below the surface of 20 degrees Celsius of water determine the hydrostatic force in kilo- newton on one side of the gate. The base and height of the triangular gate is equal to 4m and 3m respectively.
- The tank in the figure below is 120 cm long into the paper. Determine the magnitude of the resultant hydrostatic force (in newtons) on the quarter-circle panel AB. The fluid is water at 4°C. Neglect atmospheric pressure. 150 cm 75 cm 40 cm BDetermine the resultant hydrostatic force on side AB, and the location of center of pressure. The depth of the oil confinement is 3 meters, as shown. Also, consider the figure to be three-dimensional, whose width is 2 meters. The density of the oil is uniform, and its value is 900 kg/m². Side AB is a rectangular plane surface. 3mThe parabolic end-plate of the trough shown here is subjected to a fluid pressure that varies linearly from 0 at its top to 100 lb/ft? at its bottom B, that is, p(y) = 100 -25y. Determine the magnitude of the resultant force on the end-plate. 2 ft 2 ft y = x² 4 ft B O 501 Ib O 271 Ib O 314 Ib O 427 Ib O 623 Ib
- A closed tank whose bottom is 18 inches in diameter is filled with three liquids: 4 inches of carbon tetrachloride (SG=1.59), 2 inches of water and 12 inches of syrup (SG=1.31). The air chamber in the tank is pressurized at 1296 psf. Apply the PANEL EQUATIONS to determine the magnitude, direction and location of the total hydrostatic force acting at the bottom of the tank.A quarter circle dam with radius 20-m and 50-m perpendicular to the figure is shown. Solve for the horizontal and vertical components of the hydrostatic force against the dam and the center of pressure where the resultant strikes the dam. 20 m P.=0 20 m СРС Water4. Determine the pressure difference between the points at A and B. Take the density of air as 0.03486 kg/ ft^3. (Answer must be in kPa) 0.2 m Air 0.2 m ha - l4 sin 30° Liquid (S1 = 1.2) 30 [h3=l3 sin 30° 0.4 m Mercury (SHg = 13.6) 0.25 m Z-