10. A tank contains water upto a height of 1 m above the base. An immiscible liquid of sp. gr. 0.8 is filled onthe top of water upto 1.5 m height. Calculate : () total pressure on one side of the tank, () the positiom ofcentre of pressure for one side of the tank, which is 3 m wide.11. A rectangular tank 4 m long, 1.5 m wide contains water upto a height of 2 m. Calculate the force due towater pressure on the base of the tank. Find also the depth of centre of pressure from free surface.[Ans. 76518 N, 1.686 m from top)[Ans. 117720 N, 2 m from free surface]12. A rectangular plane surface I m wide and 3 m deep lies in water in such a way that its plane makes an angleof 30° with the free surface of water. Determine the total pressure and position of centre of pressure whenthe upper edge of the plate is 2 m below the free water surface.13 A circular plate 3.0 m diameter is immersed in water in such a way that the plane of the plate makes anangle of 60° with the free surface of water. Determine the total pressure and position of centre of pressurewhen the upper edge of the plate is 2 m below the free water surface.[Ans. 809325 N. 2.318 m)[Ans. 228.69 kN, 3.427 m from free surface]14 A rectangnlar gate 6 mx 2 m is hinged at its base and inclined at 60° to the horizontal as shown in Fig 3.54.To keep the gate in a stable position, a counter weight of 29430 Nis attached at the upper end of the gate.Find the depth of water at which the gate begins to fall. Neglect the weight of the gate and also friction atthe hinge and pulley.[Ans. 3.43 m)WATER SURFACEwHINGE3 mHINGE,601.5 mFig.3.54Fig. 3.5515. An inclined rectangular gate of width 5 m and depth 15 m is installed to control the discharge of water asshown in Fig. 3.55. The end A is hinged. Determine the force normal to the gate applied at B to open it.[Ans. 97435.8 N]FREE WATER SURFACE16. A gate supporting water is shown in Fig. 3.56. Find the height"h' of the water so that the gate begins to tip about the hinge.Take the width of the gate as unity.17. Find the total pressure and depth of centre of pressure on atriangular plate of base 3 m and height 3 m which is immersed inwater in such a way that plane of the plate makes an angle of 60°with the free surface. The base of the plate is parállel to water surface and at a depth of 2 m from watersurface.GATE[Ans. 3 x 3 m)- HINGEFig. 3.56[Ans. 126.52 kN, 2.996 m]

Answered: Image /qna-images/answer/92d406f1-300e-4e10-b680-cfee821b33d9.jpg

14. A tank contains water upto a height of 1 m above the base. An immiscible liquid of sp. gr. 0.8 is filled on the top of water upto 1.5 m height. Calculate : () total pressure on one side of the tank. () the position of [Ans. 76518 N, 1.686 m from top] hright of 2 m. Calculate the force due to centre of pressure for one side of the tánk, which is 3 m wide. nnto

14. A tank contains water upto a height of 1 m above the base. An immiscible liquid of sp. gr. 0.8 is filled on the top of water upto 1.5 m height. Calculate : () total pressure on one side of the tank. () the position of [Ans. 76518 N, 1.686 m from top] hright of 2 m. Calculate the force due to centre of pressure for one side of the tánk, which is 3 m wide. nnto

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

What is pipe roughness? A pump is located 5 m above the surface = 8170 M/m¹) in a closed tank. The pressure in the space above liquid surface is 35 Kpa. The suction line to the pump is 15 m of 15 cm diameter pipe (/= 0.025). The discharge from the pump is 60 m of 20 cm diameter pipe (/= 0.03). The pipe discharges in a submerged fashion to an open tank whose free liquid surface is 3 m lower than the liquid surface in the pressure tank. If pump puts 1.5 kW Into the liquid, determine the flow rate and the pressure in the pipe on the suction side of the pump. Assume turbulent flow.
3. A square frame 3m by 3m in dimension is submerged in water vertically with its top 4m from the surface. If oil (s = 0.80) occupies the top meter. a. Determine the horizontal pressure acting on the frame. b. Determine the pressure at the top of the gate. c. Determine the pressure at the bottom of the gate. 3m oil water |--3m- s=0.80
No wrong answer please. A closed tank 3m in diameter and 3m high is filled with water and rotates about its axis at 100 rpm. A pressure gage at the center of the top reasds 30 kPa. During the rotation. (a) Determine the equivalent height of the fluid above the topalong its periphery. (b) Determine the pressure at the outer perimeter at the bottom of the tank. (b) Determine the pressure at the bottom of the tank at the center.
If the pressure head in pipe A is 2 m of water, determine the pressure in pipe B. ‚OIL of Sp. gr. 0.8 X- 12 cm 30 cm |10 cm "B'. WATER WATER
H.W.1 4) The glass tube has an inner diameter 0.5 mm and is immersed in water at an angle 10 ° from the horizontal. Determine the average length L to which water will rise along the tube due to capillary action.
Determine thetotal pressure on the veritical triangle gate with water on one side and locate the center of pressure
Gale AB is 8m wide. (a.) Compute the vertical component of the total hydrostatic force acting on gate AB. (b.) Compute the tolal reaction acting in the hinge at B. I 7-5 m 12 m Water Parabols
Homework 14 |A cylindrical vessel closed at the top and bo om is 300mm inn diameter, 1m long and contains water up to a depth of 0.8m. The air above the water surface is at a pressure of 60 KPa. If the vessel is rotated at a speed of 250n rpm about its ver cal axis, nd the pressure head at the bo om of the vessel at the center point and at the edge.
2021-2... ents on A gate 1.60 m wide and 2 m high has water on one side and is inclined 45° with the horizontal. Water is 1.50 m above the top of the gate. Compute the distance of the center of pressure from the centroid of the gate. 1.50 m O 0.1068 m O 0.0871 m O 0.1381 m O 0.0943 m 2.00 m
Name: Class: ......... Assignment No. 3 Q4- A rectangular gate 6 ft tall and 5 ft wide in the side of an open tank is held in place by the force F as indicated in Figure. The weight of the gate is negligible, and the hinge at O is frictionless. (a) Determine the water depth, h, if the resultant hydrostatic force of the water acts 2.5 ft above the bottom of the gate, i.e., it is collinear with the applied force F. (b) For the depth of part (a), determine the magnitude of the resultant hydrostatic force. (c) Determine the force that the hinge puts on the gate under the above conditions. Water Hinge O Gate 6 ft 2.5ft Name: Class: Assignment No. 3
Compute the depth of the center of pressure for a vertical triangular gate having has height and bas base. is submerged in a liquid and its base is at the level of the liquid surface
3. A pump draws water from a 20 cm diam suction pipe and discharges through a 15 cm diam pipe in which the velocity is 3.60 m/s. The pressure is-34.465 kPa at A in the suction pipe. The 15 cm diam pipe discharges horizontally into air at C. To what height h above B can the water be raised if B is 1.8 m. above A and 20 hp is delivered to the pump? Assume that the pump operates at 80 % efficiency and that the frictional loss in the pipe between A and C is 3 m. Given: Suction pipe Discharge pipe 1.80 m pump Datum line DA = 20 cm = 0.20 m De = Dc = 15 cm 0.15 m PA=- 34.465 KPa (suction pressure) Ve = Vc = 3.6 m/s Pc 0 (atmospheric pressure) BHP = 20 hp Pump efficiency = 80% HLA-C) = 3 m Required: