A vertical pipe column supports the loads shown. The normal and shear stresses acting at point H are the following: HF 8 MPa (Normal stress due to Fy = 17 kN) HM = 49 MPa (Due to bending moment M = 2.6 KN-m) TH=36 MPa (Due to torque T = 3.75 kN-m) 17 kN 17 kN 2.6 KN-m 3.75 kN-m H H 49 MPa x H 8MPa 2.6 kN·m 36 MPa H y❘ 3.75 kN·m

A vertical pipe column supports the loads shown. The normal and shear stresses acting at point H are the following: HF 8 MPa (Normal stress due to Fy = 17 kN) HM = 49 MPa (Due to bending moment M = 2.6 KN-m) TH=36 MPa (Due to torque T = 3.75 kN-m) 17 kN 17 kN 2.6 KN-m 3.75 kN-m H H 49 MPa x H 8MPa 2.6 kN·m 36 MPa H y❘ 3.75 kN·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

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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