4) Determine the total hydrostatic pressure, the center of horizontal pressure and the angle of the total hydrostatic pressure and horizontal (you don't need to calculate the center of vertical pressure) on the 10-m-long, 4-m- high quadrant gate.

4) Determine the total hydrostatic pressure, the center of horizontal pressure and the angle of the total hydrostatic pressure and horizontal (you don't need to calculate the center of vertical pressure) on the 10-m-long, 4-m- high quadrant gate.

Name: 4) Determine the total hydrostatic pressure, the center of horizontal
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: 4) Determine the total hydrostatic pressure, the center of horizontal pressureand the angle of the total hydrostatic pressure and horizontal (you don'tneed to calculate the center of vertical pressure) on the 10-m-long, 4-m-high quadrant gate.B8 m77

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

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.122P: The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate...

See similar textbooks

Similar questions

The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate and the smooth surface at B due to water pressure acting on the gate. Use =62.4lb/ft3 for water.
A rectangular gate which is inclined 90-degrees with respect to the horizontal and has a 3.5 m width and 17.0 m height, is being submerged in water with its top edge is 4.4 m above the water surface. Find the induced total hydrostatic force(in kN) on one side of the gate. Answer in two decimal places. Numerical values only. Don't indicate units here, just on the submitted solution.
Determine the hydrostatic force and its location by (a)integration method and (b)formula method. 3m hcp dy F --> 6m 4m
Determine the pressure difference between points C and D. Take the specific weights to be Benzene: 8640 N/m³, Mercury:133100 N/m³ Kerosene: 7885 N/m?, Water: 9790 N/m2, Air: 12 N/m³. Water Benzene Air D 50 cm 19 cm 30 cm 24 cm $18 cm Mercury Kerosine (answer) Pa
An oblong board 3m high and 5m wide is placed vertically in water in such a manner that its upper face is 5m deep. Obtain the force ating on this board and the location of the center of pressure. Please help me so I can know if I'm on the right track. I have F=F2-F1=(po+pgh2)A-(po+pgh1)A. My answer is 7.34 X 105. I have no idea if I'm even close. Thanks.
Both the top of the tank and the end of the slanted tube are open to the atmosphere. If L = 3.65 m., x = 98 cm., y = 94 cm., SG1 = 0.98, SG2 = 1.88, what is the angle of tilt (in degrees) of the tube? Accepted answer ranges from 22.42-24.422. Show solution.
A flat circular surface is submerged in water so that its flat surface is perpendicular to the free surface and the periphery is just below the surface as shown in the figure. The diameter of the circle (D) is 2.00 m. D (m) Part A Calculate the depth to the centre of pressure from the free surface. Express your answer to three significant figures. VE ΑΣΦ Submit Request Answer ? m
Determine the pressure difference between points C and D. Take the specific weights to be Benzene: 8640 N/m?, Mercury:133100 N/m? Kerosene: 7885 N/m³, Water: 9790 N/m², Air: 12 N/m³. Water Benzene, Air D C 50 cm 19 cm 30 cm 18 cm 24 cm ст Mercury- Kerosine (answer) Pa
Ton editnew&wdNe A circular plate 1.2 m diameter is placed vertically in water such that the centre of the plate is 2.5 m below the free surface. Determine the total pressure on the plate and depth of centre of pressure. Water 2.5m G 1.2m
An equilateral triangular plate of 3 m side is immersed vertically in such a way that the apex is in the downward direction and the side is of base is parallel and 25 cm below free fluid surface level. The plate is immersed in tank of oil having specific gravity 1.1. Calculate total pressure and culate total depth of centre of pressure. Water surface 25 cm = 0.25 m A B h 60° 3 m 3m=b T CG I C 3 m 3
There is a circular gate at the end of the tank as illustrated. A 6.387 * 10–3 m³ wood block is tied to the end of the gate as illustrated. Density of the wood block is 0.6 g/cm³. Water is at 15.6 °C and Mercury is at 20 °C. What will be the reading h approximately on the mercury manometer on the left side when the gate opens up? Water 50 Wood Hinge 0.4 m Gate D=4 cm Mercury O a. 0.1 m O b.0.14 m c. 0.22 m d. 0.26 m
Find the location of resultant force( F)of the water on the triangular gate and the force(P) necessary to hold the gate in *.'the position shown in Fig.e=53 water 8 ate 5m Hing 3m P=51.09 KN O P= 61.09 KN O P= 71.09 KN O 2m