a) Determine the pressure (in psf) at B. b) Determine the pressure (in psf) at A? c) Apply the pressure prism concept in determining the force (in lbs) exerted on side AB.
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a) Determine the pressure (in psf) at B.
b) Determine the pressure (in psf) at A?
c) Apply the pressure prism concept in determining the force (in lbs) exerted on side AB.
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- Obtain the gage pressure at the center A of the pipe shown. Neglect surface tension effects. For Liquid 1 specific gravity= 1.5, for liquid 2 specific gravity= 3.2, h1=15cm, h2= 30cm,h3=75cmCompute the horizontal and vertical components of the hydrostatic force (magnitude and direction) on the half cylinder AB for a unit distance normal to paper. γ1 = 8 kN/m3, γ2 = 12 kN/m3 h1 = 4 m, h2 = 2 m R = 2 mBased on the provided differential-type manometer, calculate the difference in the pressure between points A and B (as in Δp = pA - pB = ?). SG of oil is 0.8 . Provide solution in finding the height.
- An inverted differential manometer is connected to two pipes A and B whichconvey water. The fluid in manometer is oil of specific gravity of 0.8. For themanometer readings r = 30 cm, s = 20 cm and t = 30 cm, find the pressuredifference between A and B.A square tank 1.20m on each side,3m deep is filled to a depth of 2.70m with water. A WOODEN CUBE having a specifix gravity of 0.5 measuring 60 cm on an edge is placed in the water so that it will float. A.) Determine the weight of the water displaced by the cube Choices: 2.12 kN,1.06kN,1.15kN,2.30kN B.)Determine the rise of water above the original liquid surface Choices: 0.15m,0.088m,0.075m,0.30m C.) Determine the change in pressure force on one side of the tank Choices: 2.84kN,2.55kN,2.42kN,2.75KnAs shown, water (15°C) is in contact with a square panel; d = 1m and h = 2m. Calculate the hydrostatic force on the panel in kN, its direction and location from the water surface.
- Water is stored in a tank with an inclined panel AB whose dimensions are 2m long by 1.6m wide. The manometer indicates a gage liquid height of z = 1.2m. a. Determine the pressure (in kPa) at B. b. Determine the pressure (in kPa) at A? c. Apply the pressure prism concept in determining the force (in kN) exerted on side AB. d. At what distance from A (along the surface of panel AB) is the hydrostatic force acting? Your answer should be in centimeters.the canal shown, which is in a form of a quarter circle, runs 9m. determine the depth of the center of pressure in (in meters). Use R = 12.Hydraulics ProblemAn open horizontal tank 1.5m high 2m wide and 5m long is full of oil with a specific gravity of 0.9. It is accelerated in the direction parallel to the longer length at 2.3 m/s2 a. What is the force acting on the wall of the tank with the shortest depth in KN? b. If the acceleration is increased by 0.88 m/s2. Determine the volume of oil that spilled out the tank?Note: Draw free-body diagram and used 4 decimal places
- As shown, a round viewing window of diameter D = 0.8 m is situated in a large tank of seawater(S = 1.03). The top of the window is 1.2 m below the water surface, and the window is angled at 60° withrespect to the horizontal. Find the hydrostatic force acting on the window and locate the corresponding CP.A square plate with 0.5m side length is placed in a water tank so that its centroid is in a depth of2.9m. If the flat surface of plate is placed in vertical plan and top edge is parallel to the freesurface, calculate the distance to the horizontal pressure force acting on one side of the surfacefrom the free surface.(a) 2.907 m(b) 3.000 m(c) 2.900 m(d) 3.010 mA square tank 1.20m on each side, 3m deep is filled to a depth of 2.7m with water. A wooden cube having a specific gravity of 0.5 measuring 60cm on an edge is placed in the water so that it will float. Determine the depth of submergence of the cube in the water, the rise of water above the original liquid surface, and the distance of the bottom of the cube from the bottom of the tank.