1. The closed cylindrical drum is filled with crude oil to the level shown. If the pressure of air within the drum remains atmospheric due to the hole in the center of the lid. Determine the pressures at point A and B when the drum and oil attain a constant angular velocity of 16 rad/s. Use P, = 1.71 Slugs 2.5 ft- 1 ft 3 ft 16 rad/s

1. The closed cylindrical drum is filled with crude oil to the level shown. If the pressure of air within the drum remains atmospheric due to the hole in the center of the lid. Determine the pressures at point A and B when the drum and oil attain a constant angular velocity of 16 rad/s. Use P, = 1.71 Slugs 2.5 ft- 1 ft 3 ft 16 rad/s

Name: 1. The closed cylindrical drum is filled with crude oil to the level
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: 1. The closed cylindrical drum is filled with crude oil to the level shown. If the pressure of air withinthe drum remains atmospheric due to the hole in the center of the lid. Determine the pressures atpoint A and B when the drum and oil attain a co

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.121P: One side of the container has a 03-m square door that is hinged at its top edge. If the container is...

See similar textbooks

Similar questions

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.
The volume of the fluid inside the upright conical tank is 0.8 ft3. (a) Determine the needed volume to fill up the entire container. (b) Determine the height of the air from the peak and base of the tank. (c) If the mass of the fluid is 40 kg, determine its density.
The gage pressure of the air in the tank shown is measured to be 50 kPa. Determine the differential height h of the mercury column
A tank contains a liquid of relative density 0.80. The height of the tank is 4, and the width of the tank is 2m. The tank is subjected to the acceleration of 5m/s^2 along a 30o inclined plane in the upward direction. Under this condition, there is no loss of liquid. determine the slope of free surface determine the pressure at point A and point B
The initial pressures at A and B are the same at 103 kPa. If the pressure at the liquid at A (SG1 = 1.25) is increased to 148 kPa while keeping the pressure at B constant, determine the new position (Δh, in mm.) of the mercury meniscus inside the tube as shown. Assume no change in the liquid densities. The connecting tube is a 1-cm in diameter, Y1 = 0.51 cm, and the inclination of the tube is 18 degrees with respect to the horizontal. Assume unit weight of air to be negligible.
A 3-ft-diameter vertical cylindrical tank open to the atmosphere contains 1-ft-high water. The tank is now rotated about the centerline, and the water level drops at the center while it rises at the edges. Determine the angular velocity at which the bottom of the tank will first be exposed. Also determine the maximum water height at this moment.
Determine the pressure of the water in Pipe A if the gage pressure of the air in the tank is 2 psi. (Hydrostatic)
A tank contains a liquid of relative density 0.80. The height of the tank is 4, and the width of the tank is 2m. The tank is subjected to the acceleration of 5m/s^2 along a 30o inclined plane in the upward direction. Under this condition, there is no loss of liquid. determine the slope of free surface determine the pressure at presure
A vertical hydraulic cylinder has a piston with a diameter of 115 mm.If the ambient pressure is 100 kPa,determine the mass of the piston if the pressure inside is 950 kPa.
A 3-m-diameter, 7-m-long cylindrical tank is completely filled with water. The tank is pulled by a truck on a level road with the 7-m-long axis being horizontal. Determine the pressure difference between the front and back ends of the tank along a horizontal line when the truck (a) accelerates at 3 m/s2 and (b) decelerates at 4 m/s2.
The gauge pressure of the air at A within the closed tank is 200 kPa. The tank has a width of 1.90 m . ρw = 1000 kg/m3. Determine the resultant force acting on the plate BC and CD caused by the water.
Fluid with a density of 900 kg/m^3 is applying pressure on the gate shown. The depth of the water is equal to the height of the gate. The h is 12 m and width of the gate is 4 m. Determine the location of the line of action of the resultant force with respect to free surface? a)3 m b)8 m c)6 m d)10 m e)4 m