1.
hc = vertical height of centroid = 18sin60 = 15.59ft
A = pi*(6)2 = 113.1 ft2
FR = 54.9x113.1x15.59 = 96.8 kilo pounds
2. differential element of force,
Then the resultant force acting on the entire surface
FR = 54.9x113.1x15.59 = 96.8 kilo pounds
120 CHAPTER 2 FLUID STATICS 2-86. The tank is filled to its top with lubricating oil....
2-80. The tank truck is filled to its top with water. Determine the magnitude of the resultant force on the elliptical back plate of the tank, and the location of the center of pressure measured from the top of the tank. Solve the problem using the formula method. 2-81. Solve Prob. 2-80 using the integration method. y2 (0.75 m) + x = 1 0.75 m X 1 m Probs. 2-80/81 2-80. The tank truck is filled to its top with...
2.81/ F= 17.3 KN and yr= 0.938m need to see how to work it out 36. 2-80. The tank truck is filled to its top with water. Determine the magnitude of the resultant force on the elliptical back plate of the tank, and the location of the center of pressure measured from the top of the tank. Solve the problem using the formula method. 37. 2-81. Solve Prob. 2-80 using the integration method. (0.75 m) 9.75 m Im Probs. 2-80/81...
2. A ground supported storage tank will be filled with 20 feet of crude oil with a unit weight of 52.4 pcf. Assume the empty tank structure plus its foundation weights 40 tons, and the tank diameter is 30 ft. Determine the induced stress caused by the full tank at depths of 15, 30, and 60 feet below the bottom of the tank (at the centerline). Use any method that you prefer.