The copper pipe (G= 50 GPa) is tightly secured to the wall at A, has an outer diameter of 40 mm and an inner diameter of 37 mm, and subjected to three torques as shown in Figure 5. Determine the absolute maximum shear stress developed in the pipe and plot the variation of shear stress through the pipe wall. (i) (ii) Produce a graphical plot of the variation of angle of twist from end A to the free end (wind-up diagram) if the distances between the applied torques is equal at 300 mm. 80 N.m 20 N·m Figure 5 30 N.m

The copper pipe (G= 50 GPa) is tightly secured to the wall at A, has an outer diameter of 40 mm and an inner diameter of 37 mm, and subjected to three torques as shown in Figure 5. Determine the absolute maximum shear stress developed in the pipe and plot the variation of shear stress through the pipe wall. (i) (ii) Produce a graphical plot of the variation of angle of twist from end A to the free end (wind-up diagram) if the distances between the applied torques is equal at 300 mm. 80 N.m 20 N·m Figure 5 30 N.m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter3: Torsion

Section: Chapter Questions

Problem 3.5.2P: A circular steel tube with an outer diameter of 75 mm and inner diameter of 65 mm is subjected to...

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