3. A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members, calculate the following: (Use g = 9.806 m/s²) a. The hydraulic force in IJ, and b. The hydraulic force in BC. A 350 mm 30 H 200 mm
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- A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members, calculate the following: (Use g = 9.806 m/s^2) a. The hydraulic force in IJ in newtons, andb. The hydraulic force in BC in newtons.Solve using the spefic weight of water which is 62.4 lb/ft^3Obtain 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=75cm
- A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members, calculate the following: (Use g = 9.806 m/s^2) a. The hydraulic force in IJ, and b. The hydraulic force in BC.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 placesA tank containing water moves horizontally (parallel to length) with a constant linear acceleration of 3 m/s2 . The tank is 3 m long and the depth of water when the tank is at rest is 1.5 m. FIND THE FOLLOWING: A. what angle (degrees) does the water make during acceleration? B. what is the minimum height of the vessel for no spilling of water? C. what is the maximum pressure head? (m)
- 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.Compute 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 mThe tank shown in the figure is 3 m wide into the paper. Neglect atmospheric pressure. Use ?????? = 9.79 kN/m³. Determine the following: A. vertical component of the total hydrostatic force on the quarter circle panel AB in kN B. Resultant hydrostatic force acting on the quarter circle panel AB in kN C. Angle that the resultant hydrostatic force make with the horizontal in degrees.
- Questions b and c. The pressure from part a is 0.86832 MpaA tank containing water moves horizontally (parallel to length) with a constant linear acceleration of 3 m/s2 . The tank is 3 m long and the depth of water when the tank is at rest is 1.5 m. (a) What angle (degrees) does the water make during acceleration? (b) What is the minimum height of the vessel for no spilling of water? (c) What is the maximum pressure head (m)?Water flows through a new cast iron pipe at a velocity of 1.8 m/s. The pipe is 480 m long and has a diameter of150mm. Determine the head loss due to friction using Manning’s formula with n = 0.012.