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- Define Active and Passive Lateral Pressures.A concentrated load of 1700 kN is applied at the ground surface. Compute the vertical pressure (i) at a depth of 7m below the load, (ii) at a distance of 5 m at the same depth. Use Boussinesq's and Westergaard’s equations.aceeleration = 4.905 m/s^2 to the right What is the gage pressure at A? in kpa.
- An inclined circular gate with a diameter of 5.8 meter has water on one side. Calculate the location (in meters)of the center of pressure along with the inclination of the gate from the bottom. a=1.6 metersA concentrated load of 1000 kN is applied at the ground surface. Compute the vertical pressure a) at a depth of 4 m below the load, b) at a distance of 3 m at the same depth. Use Boussinesq's equation. Ans: a) 30 kPa, b) 9.8 kPaA hollow circular plate of 2m external diameter and 1m internal diameter is immersed vertically in water such that the center of the plate is 4m deep from water surface. Find the depth of the center of pressure of the plate.
- 1. Find the gage pressure at B when its absolute pressure is 290 kPa. 2. Find the height "h" of water when the absolute pressure at B is 290 kPa.Two points exist under the water’s surface within a reservoir. Point A is at a depth of 155.2’, point B is at a depth of 215.9’. What is the pressure difference between these two points?Water flowing along a horizontal pipe has a speed of 2.77 m/s and a pressure of 4.41 atm. Further along, the pipe narrows so that the cross-sectional area decreases by a factor of 6.62. What is the pressure in the narrow section?
- The 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.A suited diver can dive to a depth at which the pressure is 1814 kPa. Calculatethe depth in seawater (SG = 1.03) where this pressure exists.A circular door having a diam. of 3m closes a horizontal duct from a small diam. as shown. The center of the door is 4.5m below the dam’s water level. Assuming the unit of water is 9.79 kN/. Compute the location of the center of pressure from the centroid of the door.