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
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.9.3P: A vertical pole consisting of a circular tube of outer diameter 5 in. and inner diameter 4.5 in. is...
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