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8) Three horizontal pipes, AB, CD, EF, laid in series, have the following properties: AB: L=200ft, D=12", f=0.02, U-8.025ft/s. CD: L=100ft, D=6", f=0.015 EF: L=100ft, D=12", f=0.02 PA=200ft, g-32.2ft/s², contraction coefficient is KBC-0.37. Draw the e-p lines and evaluate the total head and pressure head at locations A-F. (PF=131.1 ft)

8) Three horizontal pipes, AB, CD, EF, laid in series, have the following properties: AB: L=200ft, D=12", f=0.02, U-8.025ft/s. CD: L=100ft, D=6", f=0.015 EF: L=100ft, D=12", f=0.02 PA=200ft, g-32.2ft/s², contraction coefficient is KBC-0.37. Draw the e-p lines and evaluate the total head and pressure head at locations A-F. (PF=131.1 ft)

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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8) Three horizontal pipes, AB, CD, EF, laid in series, have the following properties: AB: L=200ft, D=12", f=0.02, U-8.025ft/s. CD: L=100ft, D=6", f=0.015 EF: L=100ft, D=12", f=0.02 PA=200ft, g-32.2ft/s², contraction coefficient is KBC-0.37. Draw the e-p lines and evaluate the total head and pressure head at locations A-F. (PF=131.1 ft)
Transcribed Image Text:8) Three horizontal pipes, AB, CD, EF, laid in series, have the following properties: AB: L=200ft, D=12", f=0.02, U-8.025ft/s. CD: L=100ft, D=6", f=0.015 EF: L=100ft, D=12", f=0.02 PA=200ft, g-32.2ft/s², contraction coefficient is KBC-0.37. Draw the e-p lines and evaluate the total head and pressure head at locations A-F. (PF=131.1 ft)
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