Determine the force due to hydrostatic pressure on the flat vertical side of a tank which...
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Determine the force due to hydrostatic pressure on the flat vertical side of a tank which has the shape in feet of the boundaries y = 0, y = 4x-7, y=-4c-7 and the line y = 21. Note that water has density 62.41b/ft³. 20 lbs. 15 10 5 сл 0 -10 Force on -5 the X vertical 5 side 10 is For example You do not need to do calculations. 72.6856090638206 can be given as pi (7^3/3+(7/2)^2- 14exp(2)). Nicholas Andrew Miller - 2144_11059 MATH 023 PROBLEM SET 4 Due date: Sun Feb 9 08:03:00 pm 2014 (EST) Determine the work to empty a parabolic tank filled with water which can be seen as the rotation about the y-axis of the function 4.5 on the interval 0≤x≤6. Note: Water weighs 62.41b/ft³. 4 3.5 3 2.5 2 1.5 1 0.5 0 -6 Work is ft-lbs. -4 = -2 1 0 X 2 4 1 6 You do not need to do calculations. For example 72.6856090638206 can be given as: pi (7^3/3+(7/2)^2- 14exp(2)). Incorrect. Tries 1/8 Determine the force due to hydrostatic pressure on the flat vertical side of a tank which has the shape in feet of the boundaries y = 0, y = 7lnx, y = 7 ln (-x) and the line y = 7 In 19. Note that water has density 62.41b/ft³. 25 lbs. 20 15 10 5 0 -20 Force -15 -10 -5 on the 0 X 5 vertical 10 15 side 20 is You do not need to do calculations. For example 72.6856090638206 can be given as pi (7^3/3+(7/2)^2- 14exp(2)). Tries 0/8 Determine the force due to hydrostatic pressure on the flat vertical side of a tank which has the shape in feet of the boundaries y = 0, y = 4x-7, y=-4c-7 and the line y = 21. Note that water has density 62.41b/ft³. 20 lbs. 15 10 5 сл 0 -10 Force on -5 the X vertical 5 side 10 is For example You do not need to do calculations. 72.6856090638206 can be given as pi (7^3/3+(7/2)^2- 14exp(2)). Nicholas Andrew Miller - 2144_11059 MATH 023 PROBLEM SET 4 Due date: Sun Feb 9 08:03:00 pm 2014 (EST) Determine the work to empty a parabolic tank filled with water which can be seen as the rotation about the y-axis of the function 4.5 on the interval 0≤x≤6. Note: Water weighs 62.41b/ft³. 4 3.5 3 2.5 2 1.5 1 0.5 0 -6 Work is ft-lbs. -4 = -2 1 0 X 2 4 1 6 You do not need to do calculations. For example 72.6856090638206 can be given as: pi (7^3/3+(7/2)^2- 14exp(2)). Incorrect. Tries 1/8 Determine the force due to hydrostatic pressure on the flat vertical side of a tank which has the shape in feet of the boundaries y = 0, y = 7lnx, y = 7 ln (-x) and the line y = 7 In 19. Note that water has density 62.41b/ft³. 25 lbs. 20 15 10 5 0 -20 Force -15 -10 -5 on the 0 X 5 vertical 10 15 side 20 is You do not need to do calculations. For example 72.6856090638206 can be given as pi (7^3/3+(7/2)^2- 14exp(2)). Tries 0/8
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Part 1 To determine the force due to hydrostatic pressure on the flat vertical side of the given tank we can use the formula for the hydrostatic force ... View the full answer
Related Book For
Physics
ISBN: 978-0077339685
2nd edition
Authors: Alan Giambattista, Betty Richardson, Robert Richardson
Posted Date:
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