Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN: 9781305081550
Author: Braja M. Das
Publisher: Cengage Learning
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The copper pipe shown in the figure has an outside diameter of 4.000 in. and a wall thickness of 0.363 in. The pipe is subjected to a uniformly distributed torque of t = 80 lb-ft/ft along its entire length. Using a = 2.00 ft, b = 4.00 ft, and c = 7.5 ft, calculate (a) the shear stress at A on the outer surface of the pipe. (b) the shear stress at B on the outer surface of the pipe. a b Answers: (а) ТА i psi (b) Тв- i psi
The copper pipe shown in the figure has an outside diameter of 3.000 in. and a wall thickness of 0.383 in. The pipe is subjected to a uniformly distributed torque of t = 87 lb-ft/ft along its entire length. Using a = 2.00 ft, b = 4.50 ft, and c = 7.75 ft, calculate (a) the shear stress at A on the outer surface of the pipe. (b) the shear stress at B on the outer surface of the pipe. Answers: ccccccccc.com (a) TA= a (b) TB = i b i psi psi
The copper pipe shown in the figure has an outside diameter of 3.625 in. and a wall thickness of 0.208 in. The pipe is subjected to a uniformly distributed torque of t = 82 lb-ft/ft along its entire length. Using a = 2.50 ft, b = 6.00 ft, and c = 13 ft, calculate (a) the shear stress at A on the outer surface of the pipe. (b) the shear stress at B on the outer surface of the pipe. a b
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