A steel pipe with an outside diameter of 4.13 in. and an inside diameter of 3.69 in. supports the loadings shown. Assume x₁ = 16 in., x₂ = 6 in., Px = 3600 lb, Py = 1500 lb, P₂ = 2800 lb, and T = 2600 lb-ft. (a) Determine the normal and shear stresses on, Txy on the side of the pipe at point K. (b) Determine the principal stresses (0,1 > σ2) and maximum in-plane shear stress magnitude Tmax at point K, and show the orientation of these stresses in an appropriate sketch. H Answers: on = i Txy = Op1 = Op2 = Tmax= i i i i Pz ksi. ksi. ksi. ksi. ksi.
A steel pipe with an outside diameter of 4.13 in. and an inside diameter of 3.69 in. supports the loadings shown. Assume x₁ = 16 in., x₂ = 6 in., Px = 3600 lb, Py = 1500 lb, P₂ = 2800 lb, and T = 2600 lb-ft. (a) Determine the normal and shear stresses on, Txy on the side of the pipe at point K. (b) Determine the principal stresses (0,1 > σ2) and maximum in-plane shear stress magnitude Tmax at point K, and show the orientation of these stresses in an appropriate sketch. H Answers: on = i Txy = Op1 = Op2 = Tmax= i i i i Pz ksi. ksi. ksi. ksi. ksi.
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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