An aluminum alloy pipe with an outside diameter of 5.1 in. and a wall thickness of 3/16 in. cantilevers upward a distance of L = 13 ft. The pipe is subjected to a wind loading that increases from wĄ = 6 lb/ft at its base to wg = 9 lb/ft at its tip. (a) Compute the maximum value of Q for the pipe. (b) What is the maximum vertical shear stress in the pipe?
An aluminum alloy pipe with an outside diameter of 5.1 in. and a wall thickness of 3/16 in. cantilevers upward a distance of L = 13 ft. The pipe is subjected to a wind loading that increases from wĄ = 6 lb/ft at its base to wg = 9 lb/ft at its tip. (a) Compute the maximum value of Q for the pipe. (b) What is the maximum vertical shear stress in the pipe?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![WB
WA
Answer:
(a) Qmax =
(b) Tmax=
B
F
L
in.³
psi](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4073453b-feed-4873-9e8d-09363196591a%2F5a0f7943-9cd6-4811-a5d6-90f8d8ddfa9d%2Fnwtrf7m_processed.jpeg&w=3840&q=75)
Transcribed Image Text:WB
WA
Answer:
(a) Qmax =
(b) Tmax=
B
F
L
in.³
psi
![An aluminum alloy pipe with an outside diameter of 5.1 in. and a wall thickness of 3/16 in. cantilevers upward a distance of L = 13 ft. The
pipe is subjected to a wind loading that increases from WA= 6 lb/ft at its base to we = 9 lb/ft at its tip.
(a) Compute the maximum value of Q for the pipe.
(b) What is the maximum vertical shear stress in the pipe?
WB
B
L](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4073453b-feed-4873-9e8d-09363196591a%2F5a0f7943-9cd6-4811-a5d6-90f8d8ddfa9d%2Fmc2cgd4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An aluminum alloy pipe with an outside diameter of 5.1 in. and a wall thickness of 3/16 in. cantilevers upward a distance of L = 13 ft. The
pipe is subjected to a wind loading that increases from WA= 6 lb/ft at its base to we = 9 lb/ft at its tip.
(a) Compute the maximum value of Q for the pipe.
(b) What is the maximum vertical shear stress in the pipe?
WB
B
L
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