Find the pressure at depth of 2.556 m from top of water. Take density of water as 1000 kg/m3
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- Determine the volume of the concrete arch dam.One side of the container has a 03-m square door that is hinged at its top edge. If the container is filled with water, determine the smallest force F that must be applied to the bottom edge of the door to keep it closed.The hemispherical glass bowl is filled with water. Find the location y of the center of gravity of the filled bowl. Approximate the bowl as a thin shell of radius R=6.15in. Use 1=162lb/ft3 for glass and 2=62.4lb/ft3 for water.
- 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.ii. If the surface tension of the drop be 42.27x103 N/m, find the pressure difference of the dropIf the tank is held so that the top is 3.0 m below the surface of water, what is theforce on the inside top of the tank?
- Find the vlaue of Pressure if the manometer reads 0.01 mm. use the density of Hg from standard book at normal condition.A cubic tank with a full capacity of 100 m^3 is filled halfway with oil (SG = 0.7). Determine the absolute pressure exerted on the bottom of the tank.Q2) Find the liner acceleration to the left that make the shape of the water in the tank as shown in fig. IF S=2m, M=3 m and R=1.5 m, then find the pressure at point A.
- a container with a free surface of a body of water has a depth of 20 ft. Determine the pressure on the bottom of the container and find the absolute pressure in psi in when the barometer reads 29.9 in of mercuryFind the absolute pressure in kpa at a depth of 10 m below the free surface of oil of specific gravity 0.75 if the barometric reading is 752 mmHgA concrete block is attached to the gate as shown. If the water level is 1.3 m from the bottom of the container, and there is no reaction force at A, what would be the reaction force for the level shown? The specific gravity of the concrete is 2.4.