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1 1 point Consider a section of circular pipe with diameter D and length Ax carrying water with a flow rate Q. At the upstream end, the pressure is p₁ and the bottom of the pipe is at an elevation of 21. At the downstream end, the pressure is p2 and the bottom of the pipe is at an elevation of 22. Let D = 2.8 [in], Ax = 71.9 [ft], Q = 10.0 [cfs], p1 = 59.9 [psi], p2 = 50.5 [psi], 21 100.4 [ft], and 22 = 97.5 [ft]. What is the force exerted by friction over the length of the pipe in [lb]? Use the small angle approximation (sin≈Az/Ax)

1 1 point Consider a section of circular pipe with diameter D and length Ax carrying water with a flow rate Q. At the upstream end, the pressure is p₁ and the bottom of the pipe is at an elevation of 21. At the downstream end, the pressure is p2 and the bottom of the pipe is at an elevation of 22. Let D = 2.8 [in], Ax = 71.9 [ft], Q = 10.0 [cfs], p1 = 59.9 [psi], p2 = 50.5 [psi], 21 100.4 [ft], and 22 = 97.5 [ft]. What is the force exerted by friction over the length of the pipe in [lb]? Use the small angle approximation (sin≈Az/Ax)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1 1 point Consider a section of circular pipe with diameter D and length Ax carrying water with a flow rate Q. At the upstream end, the pressure is p₁ and the bottom of the pipe is at an elevation of 21. At the downstream end, the pressure is p2 and the bottom of the pipe is at an elevation of 22. Let D = 2.8 [in], Ax = 71.9 [ft], Q = 10.0 [cfs], p1 = 59.9 [psi], p2 = 50.5 [psi], 21 100.4 [ft], and 22 = 97.5 [ft]. What is the force exerted by friction over the length of the pipe in [lb]? Use the small angle approximation (sin≈Az/Ax)
Transcribed Image Text:1 1 point Consider a section of circular pipe with diameter D and length Ax carrying water with a flow rate Q. At the upstream end, the pressure is p₁ and the bottom of the pipe is at an elevation of 21. At the downstream end, the pressure is p2 and the bottom of the pipe is at an elevation of 22. Let D = 2.8 [in], Ax = 71.9 [ft], Q = 10.0 [cfs], p1 = 59.9 [psi], p2 = 50.5 [psi], 21 100.4 [ft], and 22 = 97.5 [ft]. What is the force exerted by friction over the length of the pipe in [lb]? Use the small angle approximation (sin≈Az/Ax)
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