1. An inclined, circular gate with water on one side is shown in the figure. Determine the total resultant force acting on the gate. I 4m /60-
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- The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate and the smooth surface at B due to water pressure acting on the gate. Use =62.4lb/ft3 for water.An inclined rectangular gate with water on one side is shown in the figure. The gate has dimensions of 4 ft long and 5 ft wide. Detennine the hydrostatic force acting on the gate. Take e- 55 sf hece hep L. 9083.5 lb 11410.4 Ib 14100.3 Ib 12028.6 Ib 14763.8 Ib 13865.1 Ib 11102.7 Ib 13312.4 Ib 15081.2 Ib 12752.9 Ib 10761.8 Ib 10200.1 Ib O2. The tank shown contains alcohol (SG=D0.78) and covered by a circular plug 1.2 m in diameter. Calculate the hydrostatic force F Am acting on the plug and its center of pressure. 8m 1.2 m 3. The gate as shown is 3 m normal to the page. It keeps the two liquids from mixing with each onough clocuro botween the oil and
- An open tank contains 5.6m of water covered with 3.4m of kerosene (S.G=0.80). Find the pressure at the interface and at the bottom of the tankFind the resultant hydrostatic force on plate AB and its location from B. Gama water = 10 kN/m^3. The width of the plate is 1.5 m 2 m A 145° 2m BA rectangular gate which is inclined 90-degrees with respect to the horizontal and has a 3.5 m width and 17.0 m height, is being submerged in water with its top edge is 4.4 m above the water surface. Find the induced total hydrostatic force(in kN) on one side of the gate. Answer in two decimal places. Numerical values only. Don't indicate units here, just on the submitted solution.
- A cylinder with a radius of r=1 m is hinged at location A. It is used as a gate to block water in the reservoir with H=6 m a) Determine the horizontal and vertical components of the resultant hydrostatic pressure force acting on the curved surface AB per unit lentgh and its direction. b) For this cylindirical gate, what is the required weight per unit length, to open automatically at H=6 m. water AThe flat surface shown is submerged vertically in water. Find the fluid force against the surface. The weight density of water is 9810 N/m3. 1 m 3 m 6 m Enter the exact answer. F = i %3DDetermine the pressure difference between points C and D. Take the specific weights to be Benzene: 8640 N/m³, Mercury:133100 N/m³ Kerosene: 7885 N/m?, Water: 9790 N/m2, Air: 12 N/m³. Water Benzene Air D 50 cm 19 cm 30 cm 24 cm $18 cm Mercury Kerosine (answer) Pa
- Q1:-The gate AB as shown in fig.1 has long 1 m and wide 0.9 m.Find the force F on The gate AB and also find the centre of pressure X 8 m 3 m 1 m Oil A 1 m S=0.81 7 m B 50 Fig.1A 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. d. Apply the PANEL EQUATIONS to determine the magnitude, direction and location of the total hydrostatic force acting at the bottom of the tank.Sa) The water in a 25-m-deep reservoir is kent inside by a 150-m-wide wall whose cross section is an equilateral triangle, as shown in Fig. Q3a. Determine i. the total force (hydrostatic + atmospheric) acting on the inner surface of the wall and its line of action ii. the magnitude of the horizontal component of this force. Take Patm = 100 kPa. Momet of Inerfic of the abaut the x- axis Bese tengthoxtleyihe Cube diided by12 Inerfiz of Water Momentof 25 m 16 60 60 36 Fig. Q3a