hydraulic tank contains oil. The tank depth is 1 m. The bottom of the tank is a circular plate, with a diameter of 500 mm. The specific gravity of the oil is 0.87 and the specific of water is 9.81 kN/m2. Draw a body diagram to describe the problem and Calculate the force exerts on the bottom of the tank

hydraulic tank contains oil. The tank depth is 1 m. The bottom of the tank is a circular plate, with a diameter of 500 mm. The specific gravity of the oil is 0.87 and the specific of water is 9.81 kN/m2. Draw a body diagram to describe the problem and Calculate the force exerts on the bottom of the tank

Name: hydraulic tank contains oil. The tank depth is 1 m. The bottom of the
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: hydraulic tank contains oil. The tank depth is 1 m. The bottom of the tank is a circular plate, with a diameter of 500 mm. The specific gravity of the oil is 0.87 and the specific of water is 9.81 kN/m2. Draw a body diagram to describe the problem an

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

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter7: Dry Friction

Section: Chapter Questions

Problem 7.35P: The weight of the cylindrical tank is negligible in comparison to the weight of water it contains...

See similar textbooks

Similar questions

The thin-walled cylindrical can with a spherical dimple weighs 0.2 lb. Determine the force P required to push the can into water to a depth of 8 in. Use =0.036lb/in.3 for water.
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 weight of the cylindrical tank is negligible in comparison to the weight of water it contains (water weighs 62.4lb/ft3). The coefficient of static friction between the tank and the horizontal surface is s. (a) Assuming a full tank, find the smallest force P required to tip the tank, and the smallest s that would allow tipping to take place. (b) If the force P = 200 lb initiates tipping, determine the depth of water in the tank.
Calculate the resultant force caused by the water acting on the parabolic arch dam. The water levels are 16 ft on the upstream side and zero on the downstream side. For water, use =62.4lb/ft3.
In the Fig. is shown the cross-section of the tank full of water under pressure. The length of the tank is 2.5 m. An empty cylinder lies along the length of the tank on one of its corners as shown. Find the horizontal and vertical components of the force acting on the curved surface LMN of the cylinder
The total pressure force of a square plate is 25 kN, placed vertically in water so that the center of the plate is 1.5 m below the free surface. Determine the size of the plate and the depth of center of pressure. The above square plate is taken out of the water which weighs 370.5 N in air and 180.3 N in water of specific gravity 0.99. Find the volume and specific gravity of the square plate. Draw a neat sketch.
A U-tube differential manometer is connected to two pipes at A and B. Pipe A Contains oil of density 1400 Kg/m3 and pipe B is carrying fluid of density 850 Kg/m3. If the pressure at point A is 195 kN/m2. Find the pressure at point B for the following data h1=11 cm, h2=7.5 cm and h3=23.5 cm. The specific gravity of mercury is13.6?
A vertical, rectangular plate with dimensions 1.2 m x 2 m and water on one side is shown below. The upper edge of the gate has is at a depth of 3 m relative to the water surface. What are the total resultant force acting on the gate and the depth of its center of pressure as measured from the surface? 3 m 1.2m
A 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.
A cubical tank of 2 m side contains oil of relative density 0.8 to t depth of 0.6 m and sea water of relative density 1.024 to a depth of 1 m. Calculate the pressure on the bottom of the tank and the total thrust on one side of the tank. Determine also the position of the center of pressure above the base. Ans. 14.8 kN/m2, 22.31 kN, 0.512m
A square lamina (each side equal to 2m) is submerged vertically in water such that the upper edge of the lamina is at a depth of 0.5 m from the free liquid surface. What will be the hydrostatic pressure in kPa on the lamina? Determine the center of gravity on the lamina from the free liquid surface.