*6-4. Water flows with a velocity of 6 m/s through the pipe at A. If the pressure at A is 65 kPa, determine the resultant horizontal shear force developed along the seam at C that holds the cap to the larger pipe. 300 mm 200 mm 6 m/s B

*6-4. Water flows with a velocity of 6 m/s through the pipe at A. If the pressure at A is 65 kPa, determine the resultant horizontal shear force developed along the seam at C that holds the cap to the larger pipe. 300 mm 200 mm 6 m/s B

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

*6-4. Water flows with a velocity of 6 m/s through the
pipe at A. If the pressure at A is 65 kPa, determine the
resultant horizontal shear force developed along the seam
at C that holds the cap to the larger pipe.
300 mm
200 mm
6 m/s
B

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