*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
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter12: Lateral Earth Pressure
Section: Chapter Questions
Problem 12.8P
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Transcribed Image Text:*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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