2.10 Hydraulic Force on a Curved Surface ne 18-ft-long gate is a quarter circle and is hinged at H. Determine the horizontal force, P, required to hold the gate in place. Neglect the weight of the gate. 7 Water F₁ = Pay A= 8 x ( ) (6X18) Xu 18 TEV Hinge MOR B you Gate 2 Fluid Statis بی بیار

2.10 Hydraulic Force on a Curved Surface ne 18-ft-long gate is a quarter circle and is hinged at H. Determine the horizontal force, P, required to hold the gate in place. Neglect the weight of the gate. 7 Water F₁ = Pay A= 8 x ( ) (6X18) Xu 18 TEV Hinge MOR B you Gate 2 Fluid Statis بی بیار

Name: ne 18-ft-long gate is a quarter circle and is hinged at H.Determine t
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: ne 18-ft-long gate is a quarter circle and is hinged at H.Determine the horizontal force, P, required to hold the gate inplace. Neglect the weight of the gate.2.30 Hydraulic Force on a Curved SurfaceLocationofweighteffect2 Fluid StaticspleF₁= Pay A=

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

For a vertical rectangular gate, one side has linseed oil (0.938) and the other has two fluids—castor oil (0.96) and water. Considering a unit-width of the gate, apply the PRESSURE PRISM CONCEPT (Illustrate and label the pressure diagram/prism) to calculate the magnitude and direction of the following when z = 7m. FIND: A. The hydrostatic force due to linseed oil F1. B. The hydrostatic force due to castor oil F2. C. The hydrostatic force due to water. D. The net hydrostatic force acting on the gate Fnet
Q1/ A piston pushes down on a volume of hydraulic oil ISO 68, trapped in a cylinder, its bore is 10cm, and the height of the unstressed column of oil is 50cm. The oil has a bulk modulus B=2.2 *105 psi. When a force of 2500N is applied to the piston. How much does the piston displace? Note : (The ISO 68 has a density of 54.9 Ib/ft(880 kg/m³)
The hemispherical body (r=0.6m ) projects into a tank. Find the horizontal and vertical forces acting on the hemispherical projection for the following cases: (a) the tank is full of water with the free surface 1.5m above A; (6) the tank contains CCl, ( s=1.59) to the level of A overlain with water having its free surface 1.5m above A; (c) the tank is closed and contains Exercise 3 only gas at a pressure of 41368 N/m²;
Fluid mechanics, I need solutions in 15 minutes please. MCQ/Determine the horizontal and vertical components of the liquid pressure acting on the semicylindrical gate ABC, as shown in the figure. The width into the paper is 1 m. A-Fx = 257.430 kN and Fy = 59.801 kN B-Fx = 164.018 KN and Fy = 37.229 KN C-Fx = 269.894 kN and Fy = 65.526 KN D-Fx = 98.182 kN and Fy = 20.002 KN E-Fx = 234.789 kN and Fy = 52.418 kN F-Fx = 187.005 kN and Fy = 42.182 KN G-Fx = 119.956 kN and Fy = 25.550 KN H-Fx = 141.327 kN and Fy = 31.171 KN I-Fx = 288.147 kN and Fy = 69.098 KN J-Fx = 213.112 kN and Fy = 47.903 KN
Calculate the horizontal force on the gate that the fluids exert on the gate. Gate width 4 ft. gozne Tetróbo S= 99 3ft agua 3ft 4ft 34 S=5
For the tank shown below. The base of tank is semicirele, if the length of tank is (10m) find: 1. Vertical force on the base of tank (point C). 2. Horizontal force at the arc (BC). 3. Force acted on the inclined wall of tank (AB). 40° 40 oil, s:3= 2-1 3m B. 2m
A trough with a trapezoidal cross-section, as shown in the figure, contains vegetable oil with density 935 kg/m³. (Use g = 9.8 m/s² for the acceleration due to gravity.) 2m → T 3 m 4 m 1 m (a) Find the hydrostatic force (in N) on one end of the trough if it is completely full of oil. N (b) Compute the force (in N) on one end if the trough is filled to a depth of 1.8 m. (Round your answer to two decimal places.) N
YI G &UIK AR Googk 1 Nte uole L 5 ps The pressure gauge fitted on a water tank (see Figure) shows a reading of 19620 N/m2. The curved surface PQ of the top is quarter of a circular cylinder of radius 1.4 m. Find the magnitude (in kN) and direction (in °) of the resultant pressure force acting on the curved surface if the width of the tank is unity. Imaginary water surface R 2 m 19620 N/m2 P Fy FH- 1.4 m Water tank O 56.455, 0.4894 56.455, 48.94 56.455, 4.894 O 56455, 48.94 O I do not wish to attempt hp
The rectangular gate CD is 1.8 m wide and 2 m long as shown in the figure below. Water 2.0 m 2.0 m Hinge y 4. Estimate the magnitude of the resultant force (due to water column) applied on the gate, FR. 5. Estimate the distance yR from surface to the pressure point. 6. Draw on the figure above an arrow for the resultant force (FR) calculated in part (4) above. 7. Determine the weight of the gate necessary to keep it closed.
Ql:-The gate AB as shown in fig.1 has long 1 m and wide 0.9 m .Find the force Fon The gate AB and also find the centre of pressure X 8 m 3 m 1 m Oil A 1 m S=0.81 7 m 50 Fig.1
A tainter semicircular gate is shown in the figure. Considering a ft wide strip, determine the Horizontal Force in lbs. Unit Wt of water = 62.4 lbs/cu.ft. RADIUS = 4.5 ft LENGTH = 3.5 ft RADIUS 5,272.80 2,211.30 2,808.00 O 2,246.40
): Find the hydrostatic pressure force acting on the ABCD curvilinear surface. (The width of the gate is 3 m). Draw hydrostatic pressure distribution on this figure. 2.4m Water Water 1.6 m ANAA