Task 4 Find the components Fx and Fz of the hydrostatic force on the cylindrical surface (ABCD) of a container with a length L and a A radius R. Given: h=0.6 m R=0.25 m p= 680 kg/m³ Fx. Fz L= 1.0 m Find: Fx= 790 N (right) F2 = 1980 N (downwards) R.

Task 4 Find the components Fx and Fz of the hydrostatic force on the cylindrical surface (ABCD) of a container with a length L and a A radius R. Given: h=0.6 m R=0.25 m p= 680 kg/m³ Fx. Fz L= 1.0 m Find: Fx= 790 N (right) F2 = 1980 N (downwards) R.

Name: Task 4Find the components Fx and F, of thehydrostatic force on the cy
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Task 4Find the components Fx and F, of thehydrostatic force on the cylindrical surface(ABCD) of a container with a length L and aAradius R.R = 0.25 mL = 1.0 mGiven: h = 0.6 mp= 680 kg/mFx. FzR.Find:DFx = 790 N (right)F, = 1980 N (downwards)

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

Q1) If the vertical component of the hydrostatic force on the gate BC shown in fig.1 is 1200 kN.Calculate : 1- the width of the gate 2- the horizontal component (Fu) 3- the angle at which the resultant will act (the direction of the resultant). Water 5m C 5m 4m
As shown in the figure, there are two different fluids and pressurized air in a tank. A hydrostatic force of 8000 N acts on the 40x50 cm panel on the front surface of the tank. In this case A) Calculate the air pressure. B) Find the height (h) of mercury on the manometer. (For air, neglect the variation of pressure with height.) pwater=1000 kg/m3, poil=890 kg/m3, pmercury=13600 kg/m3, g=9.81 m/s2
QUESTION 3 When valve A is closed, the pressure difference between A and B is -27 kPa. (11] Find h when po = 900 kg/m. as m Water Figure 1 Water QUESTION 4 Compute the hydrostatic force acting on surface ABC exerted by water. Given (14) wall width as 2 m. Figure 2 2.5 m
A cylinder with a radius of r=1 m is hinged at location A. It is used as a gate to block water in the reservoir with H=6 m a) Determine the horizontal and vertical components of the resultant hydrostatic pressure force acting on the curved surface AB per unit lentgh and its direction. b) For this cylindirical gate, what is the required weight per unit length, to open automatically at H=6 m. water A
M1
1. A dam as shown in Figure Q.1 is to be built to hold 256 m³ of water. The curved surface of the dam has a shape prescribed by the relation y=x. If the width of the dam is 8 m, determine: 5 m Water Level Dam h b Figure Q.1. Schematic of the proposed dam. i) the height (h) of the dam, and ii) the resultant hydrostatic pressure force acting on the curved surface. Take density of water as 1000 kg/m³
Hi! Please help me in Fluid Mechanics, the activity is about HYDROSTATIC FORCE ON CURVED SURFACE. Please include solutions, Thank You!
Smwidth x Sm leng th The plate used to support the water as shown in Figure Q1 (c) is a S sn square. The value of h is 4.5 m. Ignore the atmospheric pressure, determine the tension of the горе, Т. (c) T Rope h 450 Figure QI (c)
Question #2: Pressure acts on a wall below as shown. The pressure varies with z-position on the wall by P = (z/100)2, where P has units of lb/ft². The wall width is 100 ft, while the wall height is 100 ft. Determine the magnitude and position of the resultant pressure on the wall. Give position in terms of both z and y axis. h a b O Figure P 100 y lb/ft²