The cross-section of an open tank is shown below at left. BC is a cylindrical surface with radius r = 6 ft, and the tankwater depth is h = 10 ft. A free body diagram (FBD) for hydrostatic analysis is shown below at right. Use this informationto solve problems 12 through 15 on a per unit width (into the page) basis.FBD:ABBOThe magnitude of the horizontal force Fy is nearest1a) 490 lb/ft width of tank(b) 1610 Ib/ft width of tank(c) 3120 Ib/ft width of tank(d) 12.5 Ib/ft width of tank(e) None of the above are close to being correct) The center of pressure Yp isft below the water surfaThe magnitude of the vertical hydrostatic force Fy is nearest(a) 1765 Ib/ft width of tank(b) 3744 Ib/ft width of tank(c) 1980 Ib/ft width of tank(d) 10.4 Ib/ft width of tank(e) 675 Ib/ft width of tankThe location of Fy left of side AB is nearestftOST or DISTREBUTE - THANK YOU

Answered: Image /qna-images/answer/f46d9d7c-6ca2-4416-b5f2-64dcc7a339f5.jpg

The cross-section of an open tank is shown below at left. BC is a cylindrical surface with radius r = 6 ft, and the tank water depth is h = 10 ft. A free body diagram (FBD) for hydrostatic analysis is shown below at right. Use this information to solve problems 12 through 15 on a per unit width (into the page) basis. FBD: D A OThe magnitude of the horizontal force F, is nearest la) 490 lb/ft width of tank (b) 1610 lb/ft width of tank (c) 3120 lb/ft width of tank (d) 12.5 lb/ft width of tank (e) None of the above are close to being correct TE - THANK YOU

The cross-section of an open tank is shown below at left. BC is a cylindrical surface with radius r = 6 ft, and the tank water depth is h = 10 ft. A free body diagram (FBD) for hydrostatic analysis is shown below at right. Use this information to solve problems 12 through 15 on a per unit width (into the page) basis. FBD: D A OThe magnitude of the horizontal force F, is nearest la) 490 lb/ft width of tank (b) 1610 lb/ft width of tank (c) 3120 lb/ft width of tank (d) 12.5 lb/ft width of tank (e) None of the above are close to being correct TE - THANK YOU

Principles of Heat Transfer (Activate Learning with these NEW titles from Engineering!)

8th Edition

ISBN:9781305387102

Author:Kreith, Frank; Manglik, Raj M.

Publisher:Kreith, Frank; Manglik, Raj M.

Chapter5: Analysis Of Convection Heat Transfer

Section: Chapter Questions

Problem 5.5P: Evaluate the dimensionless groups hcD/k,UD/, and cp/k for water, n-butyl alcohol, mercury, hydrogen,...

See similar textbooks

Similar questions

Generalize Prob. as follows. Denote length AB asH , length BC as L , and angle ABC as θ . Let the dam materialhave specifi c gravity SG. The width of the dam is b .Assume no seepage of water under the dam. Find an analyticrelation between SG and the critical angle θ c for whichthe dam will just tip over to the right. Use your relation tocompute θ c for the special case SG = 2.4 (concrete).
The concrete graviy" dam is heid in place by its awn weight (Egute.1) The density of concrote is pc=2.5Mg/m2 and water has a density of ρw=1.0Mg/m3. Suppose that a=1⋅m ,h=8 m Figure Part A Determinn the setillest dimension d that will prevent the dam hom overturning about is end A. Express your answer to three significant figures and include the appropriate units: d=_______
A gate rotates at point A and releases water when the water's depth, d, exceeds a certain value. The gate's width (perpendicular to the image) is b = 2.95 ft, the water's depth is d = 4.82 ft, and point A is located at h = 2.41 ft. a) What is F, the magnitude of the horizontal force exerted on the gate by the water? The water's specific weight is γw=62.4lb/ft3. b) What are Ax and Bx, the horizontal reaction forces at points A and B that act on the gate from Part A. c) What is dmax, the water's maximum depth before the pressure causes the gate from part A to open?
The Mayflower ship having a displacement of 27000 metric tons and a draft of 10.4 m in ocean (sp. gr. = 1.03) enters in the Legazpi International Port with a specific gravity of 1.0 (seawater). If Mayflower’s horizontal section of the ship at the waterline is 3000 m2, what depth of seawater is required to float the ship? a. 10.63 m b. 10.58 m c. 10.66 m d. 10.54 m
Note: Please state what formula you are using. And please be clear and detailed with your solution. Atleast explain. It will help me, thanks. Problem: A Triangular gate having a horizontal base of 1.30 m and an altitude of 2 m is inclined 45o from the vertical with vertex pointing upward. The base of the gate is 2.70 m below the surface of oil (s = 0.80). What normal force must be applied at the vertex of the gate to open it? Show figure
Please be xlear and detailed with your answer. Write an explanation in every formula and solution you used. Problem: A Triangular gate having a horizontal base of 1 30 m and an altitude of 2 m is inclined 45 o from the vertical with vertex pointing upward The base of the gate is 2 70 m below the surface of oil s 0 80 What normal force must be applied at the vertex of the gate to open it? Show figure
Water in a tank is pressurized to 140 cm Hg, as shown in the figure. Determine the hydrostatic force per meter width on panel AB.
A cylinder, as shown in the figure, is made of a uniform material, which is partially submerged in kerosene at 25 ° C. What is the specific gravity? If instead of kerosene at 25 ° C, we put fresh water at 95 ° C, How much of its height would be off the surface? Fluid data: Specific gravity of kerosene at 25 ° C, ꙋk = 8.07 KN / m³ Specific gravity of fresh water at 95 ° C, ꙋwater = 9.44 KN / m³
A vertical dam has a semicircular gate as shown in the figure. The total depth d of the figure is 24 m, the height h of air above the water level is 4 m, and the width w of the gate is 4 m. Find the hydrostatic force against the gate. (Round your answer to the nearest whole number. Use 9.8 m/s2 for the acceleration due to gravity. Recall that the mass density of water is 1000 kg/m3.)
Solve this please. In FPS system, showing detailed units. Assume density of water 62.4lbm/ft3
(Just Question a.) A water filled pipe has water flowing at v1= 5.90 m/s in a section of pipe where the diameter is d1= 20.2 cm and the pressure is known to be P1= 7.00×104 N/m2 above atmospheric pressure. If the pipe carries the water 3.5 meters up hill without any change in diameter, what is the new absolute pressure within the pipe? After flowing up the hill described above, the pipe narrows to 80% of its original radius, what will be the new water velocity (v2) in the pipe? What will be the absolute pressure (P3) in the smaller pipe? a. What is the volume flow rate through the smaller pipe?
In the figure shown, stop B will break in the force on it reaches 40 kN. Find the critical water depth (h-bar) the length of the gate perpendicular to the sketch is 1.5m. Ans (5.77m)