Relative equilibrium

A cylindrical vessel of 0.5 m diameter and 0.6 m height is completely filled with water under a pressure of 9.81 KN/m2. It is rotated at 300 rpm about its vertical axis. Determine the pressure at point adjacent to the wall of the vessel.

A cylindrical vessel of 0.5 m diameter and 0.6 m height is completely filled with water under a pressure of 9.81 KN/m2. It is rotated at 300 rpm about its vertical axis. Determine the pressure at point adjacent to the wall of the vessel.

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Cylindrical Vessel Rotation – Pressure Analysis Problem Statement A cylindrical vessel of 0.5 m diameter and 0.6 m height is […]

A cylindrical vessel of 0.5 m diameter and 0.6 m height is completely filled with water under a pressure of 9.81 KN/m2. It is rotated at 300 rpm about its vertical axis. Determine the pressure at point adjacent to the wall of the vessel. Read More »

An open circular vessel is 1m in diameter and 2m height. It contains water filled to a depth of 1.5m. If the cylinder rotates about its vertical axis, (a) what constant angular velocity can be obtained without spilling, (b) what is the pressure intensity at the center and at the corner of the bottom if ω = 6 radians/seconds.

An open circular vessel is 1m in diameter and 2m height. It contains water filled to a depth of 1.5m. If the cylinder rotates about its vertical axis, (a) what constant angular velocity can be obtained without spilling, (b) what is the pressure intensity at the center and at the corner of the bottom if ω = 6 radians/seconds.

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Rotating Open Vessel – Free Surface & Pressure Analysis Problem Statement An open circular vessel is 1 m in diameter and

An open circular vessel is 1m in diameter and 2m height. It contains water filled to a depth of 1.5m. If the cylinder rotates about its vertical axis, (a) what constant angular velocity can be obtained without spilling, (b) what is the pressure intensity at the center and at the corner of the bottom if ω = 6 radians/seconds. Read More »

An open circular cylinder of 1m diameter and 2m depth is completely filled with water and rotated about its axis about 45 rpm. Determine the depth at the axis and amount of water spilled. Also find the speed of rotation at which the central axial depth is zero.

An open circular cylinder of 1m diameter and 2m depth is completely filled with water and rotated about its axis about 45 rpm. Determine the depth at the axis and amount of water spilled. Also find the speed of rotation at which the central axial depth is zero.

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Rotating Open Cylinder – Free Surface & Spillage Analysis Problem Statement An open circular cylinder (tank) with a 1 m diameter

An open circular cylinder of 1m diameter and 2m depth is completely filled with water and rotated about its axis about 45 rpm. Determine the depth at the axis and amount of water spilled. Also find the speed of rotation at which the central axial depth is zero. Read More »

An oil tanker 3m wide, 2m deep and 10m long contains oil of density 800 kg/m3 to a depth of 1m. Determine the maximum horizontal acceleration that can be given to the tanker such that the oil just reaches its top end. If the tanker is closed and completely filled with the oil and accelerated horizontally at 3m/s2, determine the total liquid thrust (hydrostatic force) on the front and rear end.

An oil tanker 3m wide, 2m deep and 10m long contains oil of density 800 kg/m3 to a depth of 1m. Determine the maximum horizontal acceleration that can be given to the tanker such that the oil just reaches its top end. If the tanker is closed and completely filled with the oil and accelerated horizontally at 3m/s2, determine the total liquid thrust (hydrostatic force) on the front and rear end.

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Oil Tanker Acceleration Analysis Problem Statement An oil tanker 3 m wide, 2 m deep, and 10 m long contains

An oil tanker 3m wide, 2m deep and 10m long contains oil of density 800 kg/m3 to a depth of 1m. Determine the maximum horizontal acceleration that can be given to the tanker such that the oil just reaches its top end. If the tanker is closed and completely filled with the oil and accelerated horizontally at 3m/s2, determine the total liquid thrust (hydrostatic force) on the front and rear end. Read More »

. What distance must the sides of a tank be carried above the surface of water contained in it if the tank is to undergo a uniform horizontal acceleration of 3m/s2 without spilling any water?

What distance must the sides of a tank be carried above the surface of water contained in it if the tank is to undergo a uniform horizontal acceleration of 3m/s2 without spilling any water?

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Tank Side Clearance under Acceleration Problem Statement What distance must the sides of a tank be carried above the surface

What distance must the sides of a tank be carried above the surface of water contained in it if the tank is to undergo a uniform horizontal acceleration of 3m/s2 without spilling any water? Read More »

An open rectangular tank 1.5mx1mx1.2m high is completely filled with water when at rest. Determine the volume spilled after the tank acquired a linear uniform acceleration of 0.6 m/s2 in the horizontal direction.

An open rectangular tank 1.5mx1mx1.2m high is completely filled with water when at rest. Determine the volume spilled after the tank acquired a linear uniform acceleration of 0.6 m/s2 in the horizontal direction.

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Volume Spilled from Accelerating Tank Problem Statement An open rectangular tank with dimensions 1.5 m × 1 m × 1.2

An open rectangular tank 1.5mx1mx1.2m high is completely filled with water when at rest. Determine the volume spilled after the tank acquired a linear uniform acceleration of 0.6 m/s2 in the horizontal direction. Read More »

An open cubical tank with each side 1.5m contains oil of specific weight 7.5KN/m3 up to a depth of 1.3m. Find the forces acting on the side of the tank when it is being moved with an acceleration of 4m/s2 in vertically upward and downward direction.

An open cubical tank with each side 1.5m contains oil of specific weight 7.5KN/m3 up to a depth of 1.3m. Find the forces acting on the side of the tank when it is being moved with an acceleration of 4m/s2 in vertically upward and downward direction.

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Force on Tank Side Analysis Problem Statement An open cubical tank with each side measuring 1.5 m contains oil with

An open cubical tank with each side 1.5m contains oil of specific weight 7.5KN/m3 up to a depth of 1.3m. Find the forces acting on the side of the tank when it is being moved with an acceleration of 4m/s2 in vertically upward and downward direction. Read More »

A rectangular tank 2m long, 1.5m wide and 1.5m deep is filled with oil of specific gravity 0.8. Find the force acting on the bottom of the tank when (a) the vertical acceleration 5m/s2 acts upwards (b) the vertical acceleration 5m/s2 acts downwards.

A rectangular tank 2m long, 1.5m wide and 1.5m deep is filled with oil of specific gravity 0.8. Find the force acting on the bottom of the tank when (a) the vertical acceleration 5m/s2 acts upwards (b) the vertical acceleration 5m/s2 acts downwards.

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Force on Tank Bottom Analysis Problem Statement A rectangular tank measuring 2 m in length, 1.5 m in width, and

A rectangular tank 2m long, 1.5m wide and 1.5m deep is filled with oil of specific gravity 0.8. Find the force acting on the bottom of the tank when (a) the vertical acceleration 5m/s2 acts upwards (b) the vertical acceleration 5m/s2 acts downwards. Read More »

An open rectangular tank 3m long and 2m wide is filled with water to a depth of 1.5m. Find the slope of the water surface when the tank moves with an acceleration of 5m/s2 up a 300 inclined plane. Also calculate the pressure on the bottom at both ends.

An open rectangular tank 3m long and 2m wide is filled with water to a depth of 1.5m. Find the slope of the water surface when the tank moves with an acceleration of 5m/s2 up a 300 inclined plane. Also calculate the pressure on the bottom at both ends.

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Open Rectangular Tank Analysis Problem Statement An open rectangular tank, measuring 3 m in length and 2 m in width,

An open rectangular tank 3m long and 2m wide is filled with water to a depth of 1.5m. Find the slope of the water surface when the tank moves with an acceleration of 5m/s2 up a 300 inclined plane. Also calculate the pressure on the bottom at both ends. Read More »

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