3. The end of a tank containing water (density 980 kg/m°) is vertical andhas the shape of an isosceles triangle as indicated in the diagram givenbelow. (The diagram is not to scale.)h1 = 2,4 mwater surfaceh2 = 2,6 m6 mThe center of pressure (rounded to two decimal places) of the water againstthe end of the tank with respect to the top of the tank is equal to:(а) 3, 75 m(b) 4, 22 m(c) 3,91 m(d) 3, 60 m(e) 4,06 m

Name: 3. The end of a tank containing water (density 980 kg/m°) is vertical
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: 3. The end of a tank containing water (density 980 kg/m°) is vertical andhas the shape of an isosceles triangle as indicated in the diagram givenbelow. (The diagram is not to scale.)h1 = 2,4 mwater surfaceh2 = 2,6 m6 mThe center of pressure (rounded

Answered: Image /qna-images/answer/1d4bcdd1-c473-4f54-80f7-bfc6624c309f.jpg

Engineering

Mechanical Engineering

3. The end of a tank containing water (density 980 kg/m°) is vertical and has the shape of an isosceles triangle as indicated in the diagram given below. (The diagram is not to scale.) hi = 2, 4 m water surface h2 = 2,6 m 6 m The center of pressure (rounded to two decimal places) of the water against the end of the tank with respect to the top of the tank is equal to: (a) 3, 75 m (b) 4, 22 m (c) 3,91 m (d) 3, 60 m (e) 4,06 m

3. The end of a tank containing water (density 980 kg/m°) is vertical and has the shape of an isosceles triangle as indicated in the diagram given below. (The diagram is not to scale.) hi = 2, 4 m water surface h2 = 2,6 m 6 m The center of pressure (rounded to two decimal places) of the water against the end of the tank with respect to the top of the tank is equal to: (a) 3, 75 m (b) 4, 22 m (c) 3,91 m (d) 3, 60 m (e) 4,06 m

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 8.90P: The hemispherical glass bowl is filled with water. Find the location y of the center of gravity of...

See similar textbooks

Similar questions

The hemispherical glass bowl is filled with water. Find the location y of the center of gravity of the filled bowl. Approximate the bowl as a thin shell of radius R=6.15in. Use 1=162lb/ft3 for glass and 2=62.4lb/ft3 for water.
The figure below shows the cross-section of a tank full of water under pressure. The pressure in the tank is 19.62 kN m² and its length is 2 m in the paper. An empty cylinder lies along the length of the tank on one of its corner as shown. Find the resultant force acting on the curved surface ABC. 19.62 kNm R-1m 1.5m Tank fal of water
2- A tank containing water is shown in Fig. Calculate the total resultant force acting on side ABCD of the container and the 6 ft location of the center of pressure. IF 62.4 Ib/ft3 Y = Water B -20 ft 3- Find the total pressure and position of center of pressure FREE WATER SURFACE on a triangular plate of base 2 m and height 3 m which is 60 2.5 immersed in water in such a way that the plane of the plate -2 m- makes an angle of 60 with the free surface of the water. .3 The base of the plate is parallel to water surface and at a depth of 2.5 m from water surface.
The flat surface shown is submerged vertically in water. Find the fluid force against the surface. The weight density of water is 9810 N/m³. 4 m Enter the exact answer. F = i 1m 3 m N
The flat surface shown is submerged vertically in water. Find the fluid force against the surface. The weight density of water is 9810 N/m. 6m 5m 8m Enter the exact answer. F = %3D
The submerged sector gate AB shown in the figure is 1/9 of a circle of radius 4 m. The length of the gate is 10 m. Determine the horizontal component of water pressure acting on the gate. B Water radius 536.078 kN 113.001 kN 208.119 kN 162.328 kN 448.161 kN 262.874 kN 591.263 kN 89.207 kN 324.260 kN 490.984 kN 392.273 kN 127.908 kN
Find the fluid force on the vertical side of the tank, where the dimensions are given in feet. Assume that the tank is full of water. (The weight-density of water is 62.4 pounds per cubic foot.) Ib Trapezoid 4 6 2 Show My Work (Required) 3
The given Figure is shown a curve surface. It is required to determine the magnitude, direction, and line of action of the vertical component, the horizontal component, and the resultant hydrostatic force acting on the surface in case () is 1.3 m, specific weight of water is 9770.5 N/m3, and width of the curve is 1.8 m. 1. B Water (write here only FH with two numbers after the decimal xxxxx.xx) for full answer use the pdf file 719
b) Figure Q4-b illustrates a gate of radius 4 m and of 1 direction of the resultant pressure force acting on the gate. Water surface S 2 m P Fig. Q4-b 30 4 m Support width. Find the magnitude and
A vertical plate is submerged in water and has the indicated shape. 10 m 6 m A triangle is submerged in water pointed up. The top most vertex of the triangle touches the surface of the water. The base of the triangle is 6 m and is parallel to the surface of the water. The height of the triangle is 10 m. Express the hydrostatic force (in N) against one side of the plate as an integral (let the positive direction be downwards) and evaluate it. (Use 9.8 m/s2 for the acceleration due to gravity. Recall that the weight density of water is 1,000 kg/m3.)
4. A conical vessel has a height of 24cm and a base diameter of 12 cm. It holds water to a depth of 18 cm above its vertex. Find the volume (in cm3) of its content. r=6 h=24 24 h=18 18
The cylinder shown in the figure extends 10 ft into the paper. If the cylinder has the radius of 4 ft, compute the vertical component of the hydrostatic force of the oil on the cylinder. 90 Oil (s.g. = 0.85 ) %3D 4 ft 50°