Q2. A cylindricai tank of diameter 2.5 m is founded with its axis horizontal. The tankcontains water in the bottom half and an oil of relative density 0.82 on the top haifwith a common interface. The fluids are under pressure and a pressure gauge on thetop of the cylinder reads 15 KPa. Caleulate the force per meter length on the upperhalf of the cylindrical tank.

Given Diameter=2.5m RD of oil=0.82 Pressure=15kPa

Q2. A cylindricai tank of diameter 2.5 m is founded with its axis horizontal. The tank contains water in the bottom half and an oil of relative density 0.82 on the top half with a common interface. The fluids are under pressure and a pressure gauge on the top of the cylinder reads 15 KPa. Calculate the force per meter length on the upper half of the cylindrical tank.

Q2. A cylindricai tank of diameter 2.5 m is founded with its axis horizontal. The tank contains water in the bottom half and an oil of relative density 0.82 on the top half with a common interface. The fluids are under pressure and a pressure gauge on the top of the cylinder reads 15 KPa. Calculate the force per meter length on the upper half of the cylindrical tank.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

An open rectangular tank 2.2m in length contains 16m^3 of gasoling (sg=0.70) and 23m^3 of water. The fluid is arranged in two stable layers. Determine the total hydrostatic force(kN) on one of the two smaller vertical sides of the the tank.
There is a (45/10) kg slider ring is going down from the rest position A and slides in frictionless guide pipe as seen in the picture below. (h= 5+5 m.) For this situation, please determine the velocity as the slider ring at B and calculate the maximum compression of the spring in millimeters.
EMERGENCY!!! The oblique surface shown hinged along the side A is w = 4 meters wide. (D = 2 m). Find the height of the pressure center of the resultant force on the inclined surface with a length L = 3 m to the water surface. Take the density of the water to 1000 kg /m3 .
Please Quickk. In a high rise building, the elevator rises 366 m with an operating speed of 5 meters per second and reaches full speed in 10.68 m. The loaded elevator weighs 2000 kg. The acceleration of the elevator in m/s2 is 1.17. Determine the bending stress of wire rope with drum diameter of 7.8 inches and wire diameter of 0.0987 in. Answer 380 ksi
An open circular cylinder with 2m of water is acted upon by an unbalanced upward force of 20 kN. The volume of water inside the cylinder is 6.28 m^3. a. Compute the acceleration of the tank. b. Compute the pressure at the bottom of the tank.
The flowrate of the flow is 0.20 + a/10 m3 /s in a pipe placed on a horizontal plane. The pipe diameters are D1= 0.30 m and D2= 0.20. Please find the force acting to the pipe by the flow. The gauge pressure at (1) is p1 =200 + b*10 kN/m2 . (g=9,81 m/s2, g=10kN/m3 ) a= 4 b=3
the closed cylindrical tank is filled with milk, for which density = 1030 kg/m^3. if the inner diameter of the tank is 1.5 m, determine the unbalanced force when thr truck accelerates at 0.8 m/s^2.
4 kg collar C has a velocity of vA = 2 m / s when in position A. If the guide bar is smooth, determine the speed of the collar with collar C at position B. The unstretched length of the spring is 0.2 m.
37. Situation 13 - An open rail car is 6 ft. wide, 9 ft. high, 18 ft. long. It is filled with water to a depth of 7.5 ft. It is accelerated to the right at 10 ft/s2. a. How much water, in ft^3, spills out of the car? Round off to two decimal place. b. Determine the change in pressure, in psf, that acts at point B. Round off to one decimal place. Input the numerical value only. c. Determine the change in pressure, in psf, that acts at point C. Round off to three decimal place. Input the numerical value only.
A cylindrical tank, filled with water and axis vertical, is open at one end and closed at the other end. The tank has a diameter of 1.2m and a height of 3.6m. It is then rotated about its vertical axis with an angular speed w. a. Determine w in rpm so that one third of the volume of water inside the cylinder is spilled. b. Determine the largest pressure developed in the tank.
Computer Problem The cross section of a concrete dam is as shown. For the dam section of 1m width, plot the magnitude of the resultant of the reaction forces exerted by the ground on the base AB of the dam and the resultant of the pressure forces exerted by the water on the face BC of the dam as function of the depth d of the water for 0<d<24ft. The specific gravities of concrete and water are 150 lb/ft^3 and 64.2 lb/ft^3 respectively. please help with my computer problem in statics . appreciate your time and explanation
a) Determine the resultant force acting on the inclined circular gate. b) Find the location of center of pressure. c) Calculate the minimum weight of the block that can open the gate. (Assume that gate is weightless)(a=90 cm, γwater=9810 N/m3)