Q.3)A cylindrical compound shaft consists of two pipes as shown below. Pipe (1) has an outside diameter of 6.250 in. and a wall thickness of 0.500 in. Pipe (2) has an outside diameter of 4.000 in. and a wall thickness of 0.375 in. The compound shaft is subjected to an axial compression load of P = 41 kips and torques TB = 30 kip-ft and Tc = 9 kip-ft as shown below. (a) Determine the principal stresses and the maximum shear stress at point H on the surface of the shaft. (b) Show these stresses on an appropriate sketch on paper. TR Tc (2) н. K. B C

Q.3)A cylindrical compound shaft consists of two pipes as shown below. Pipe (1) has an outside diameter of 6.250 in. and a wall thickness of 0.500 in. Pipe (2) has an outside diameter of 4.000 in. and a wall thickness of 0.375 in. The compound shaft is subjected to an axial compression load of P = 41 kips and torques TB = 30 kip-ft and Tc = 9 kip-ft as shown below. (a) Determine the principal stresses and the maximum shear stress at point H on the surface of the shaft. (b) Show these stresses on an appropriate sketch on paper. TR Tc (2) н. K. B C

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.5.11P: The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in...

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