A steel (G = 12,000 ksi) shaft is bolted with end flanges to wall supports at A and C. The pipe has an outer diameter of 2.875" and a wall thickness of 0.203". The eight holes in the flange at A were drilled slightly larger than required such that flange A can rotate slightly (0.5°) before the bolts engage. The eight holes at C were drilled to the correct size. An 80 in-kip torque is applied at B. Determine the maximum shear stress in sections (1) and (2). (1) 10 ft. 15 ft
A steel (G = 12,000 ksi) shaft is bolted with end flanges to wall supports at A and C. The pipe has an outer diameter of 2.875" and a wall thickness of 0.203". The eight holes in the flange at A were drilled slightly larger than required such that flange A can rotate slightly (0.5°) before the bolts engage. The eight holes at C were drilled to the correct size. An 80 in-kip torque is applied at B. Determine the maximum shear stress in sections (1) and (2). (1) 10 ft. 15 ft
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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![A steel (G = 12,000 ksi) shaft is bolted with end flanges to wall supports at A and C. The pipe has an outer
diameter of 2.875" and a wall thickness of 0.203". The eight holes in the flange at A were drilled slightly
larger than required such that flange A can rotate slightly (0.5°) before the bolts engage. The eight holes
at C were drilled to the correct size. An 80 in-kip torque is applied at B. Determine the maximum shear
stress in sections (1) and (2).
(1)
10 ft
15 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6e7d9103-e4fb-4195-bf00-eb4052d668e4%2Fa5488f73-fcd5-4c87-b15c-28ab85589aa8%2F1fj74ns_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A steel (G = 12,000 ksi) shaft is bolted with end flanges to wall supports at A and C. The pipe has an outer
diameter of 2.875" and a wall thickness of 0.203". The eight holes in the flange at A were drilled slightly
larger than required such that flange A can rotate slightly (0.5°) before the bolts engage. The eight holes
at C were drilled to the correct size. An 80 in-kip torque is applied at B. Determine the maximum shear
stress in sections (1) and (2).
(1)
10 ft
15 ft
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