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- 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 OQ1: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 P= 61.09 KN O P= 71.09 KN O 2m1- The flow of water from a reservoir is controlled by a5-ft-wide L-shaped gate hinged at point A, as shown in Fig. If it is desired that the gate open when the water height is 12 ft, determine the hydrostatic and find its point of acting. (w for water = 62.4 Ib: /ft') Gate Is n 12
- 1- The flow of water from a reservoir is controlled by a5-ft-wide L-shaped gate hinged at point A, as shown in Fig. If it is desired that the gate open when the water height is 12 ft, determine the hydrostatic and find its point of acting. (w for water = 62.4 Ibf /ft³) B Gate 15 ft 12 ftHow much work is done in forcing 50 ft3 of water through a 0.5-inch pipe if the difference in pressure at the two ends of the pipe is 15 lbs/in2? PLS DONT FORGET TO INCLUDE FREE BODY DIAGRAM Use the equation Work=(P1-P2) times change in Volume If POSSIBLEFind the resultant force f center of pressure for one Side of submerged area shoun in figure below. Water 1-3m 0.75 Fos 0.Sm hole of dia. = 0.6 m 1.5 K 1.5 t
- 4) Determine the total hydrostatic pressure, the center of horizontal pressure and the angle of the total hydrostatic pressure and horizontal (you don't need to calculate the center of vertical pressure) on the 10-m-long, 4-m- high quadrant gate. B 8 m 7777 * 4 m Gate 10mIf 3.9 m3 volume of water is displaced by an object, then the buoyant force acting on the object is _N 38.26 0.38 38259.00 0.04(c) Determine the magnitude and location of the resultant force acting on the vertical wall shown using pressure prism concept (width = 1.0 m). What is the limitation of using this concept? Patm 1.0 m Oil (0.9) Water (1.0) 1.5 m
- 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 D1.) Find the total hydrostatic force (kN) acting on one side of the gate. 60 2 m 1 mThe flat surface shown is submerged vertically in water. Find the fluid force against the surface. The weight density of water is 9810 N/m³. 4 m Enter the exact answer. F = i 1m 3 m N