A steel pipe with an outside diameter of 3 in. and an inside diameter of 2.56 in. supports the loadings shown. Assume x1 = 16 in., x2 = 5 in., Px = 4600 lb, Py = 1900 Ib, P; = 3000 Ib, and T= 3300 lb-ft. (a) Determine the normal and shear stresses o,, Tyy on the side of the pipe at point K. (b) Determine the principal stresses (op1 > Op2) and maximum in-plane shear stress magnitude Tmax at point K, and show the orientation of these stresses in an appropriate sketch.

A steel pipe with an outside diameter of 3 in. and an inside diameter of 2.56 in. supports the loadings shown. Assume x1 = 16 in., x2 = 5 in., Px = 4600 lb, Py = 1900 Ib, P; = 3000 Ib, and T= 3300 lb-ft. (a) Determine the normal and shear stresses o,, Tyy on the side of the pipe at point K. (b) Determine the principal stresses (op1 > Op2) and maximum in-plane shear stress magnitude Tmax at point K, and show the orientation of these stresses in an appropriate sketch.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter7: Analysis Of Stress And Strain

Section: Chapter Questions

Problem 7.3.1P: The stresses acting on an element are x= 750 psi, y= 600 psi, and xy = 400 psi. Determine the...

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