Question 19 4 pts Find the fluid force on the vertical side of the tank, where...
just choose the answer no need for explain 10 Find M, M, and (T.7) for the laminas of uniform density p the equations bounded by the graphs of 416 832416 832416 1835008 -=- 19 1835008 10. B) C) 17 19-p. M, = 1835008 19 -p.4-1835008 A4,-917504 E) "У 21 832 M. = 229376 -=- 19 Find the fluid force on the vertical side of the tank, where the dimensions are gi feet. Assume that the tank is full of water....
8. Find the fluid force on the vertical side of the tank, where the dimensions are given in feet. Assume that the tank is full of water. (8 pts.) 3 4
8. Find the fluid force on the vertical side of the tank, where the dimensions are given in feet. Assume that the tank is full of water. (8 pts.) 13 4 9. Use the Ratio Test to determine the convergence or divergence of the series. (8 pts.) 5" O
(2) The work required to pump the fluid from a tank (between a units and b units above the bottom of a tank) of constant mass-density p out to a height h above the bottom of the tank is given by W- pg(cross-sectional area at y)(distance fluid at y needs to be lifted) dy where g is the acceleration due to gravity and y is the distance from bottom of the tank. Note: Water has a mass-density of p 10...
Calculate the fluid force on one side of the plate using the coordinate system shown below. Assume the density is 62.4 lb/ft^3 Answer: The fluid force on one side of the plate is ______ lb Calculate the fluid force on one side of the plate using the coordinate system shown below. Assume the density is 62.4 lb /ft3 y(f) 12 Surface of pool (ft) Depth ly (x.y) -12 The fluid force on one side of the plate is lb. Calculate...
Determine the force due to hydrostatic pressure on the flat vertical side of a tank which has the shape in feet of the boundaries y=0, y=3x−5, y=−3x−5 and the line y=22. Note that water has density 62.4lb/ft3. Determine the force due to hydrostatic pressure on the flat vertical side of a tank which has the shape in feet of the boundaries y = 0, y = 3x - 5, y = -3x -5 and the line y = 22. Note...
11. A vertical square hatch (3 ft by 3 ft) is located on the side of a tank containing water (unit wt 62.4 lb/ ft). The top edge of the hatch is 4 feet below the water surface in the tank. Find the depth to the centroid of the hatch and the resultant hydrostatic force acting on it. 12. Find the depth to the center of pressure of the hatch in Problem 11.
AY X Calculate the fluid force on one side of a semicircular plate of radius 10 ft that rests vertically on its diameter at the bottom of a pool filled with water to a depth of 14 ft. Assume the weight-density of water is 62.4 lb/ft3.
Determine the force due to hydrostatic pressure on the flat vertical side of a tank which has the shape in feet of the boundaries y0, y 10lInx, y = 10 ln (-x) and the line y = 10 ln 22. Note that water has density 62.4lb/ft2 35 30 25 20 15 10 5 -25 -20 -15 -10 -5 5 10 15 20 X Force on the vertical side is Ibs. You do not need to do calculations. For example 72.6856090638206...
9. a. A spring has constant k-5lb./in. Its natural length is 12 inches. What is the work required to compress it to 9 inches? b. A 100 ft. cable weighs 40 lbs. Find the work done in winding the cable onto a winch, if the cable is hanging vertically c. An unknown positive charge q is placed at the origin. The force F (in Newtons) with which this charge repels a unit positive charge is given by F-kq/r, where k...