A weight W 75 kN is applied eccentrically from the end of a cantilevered circular pipe of length L = 750 mm, as shown in the figure below. Points A and B lie in the vertical and horizontal axes, respectively, on a cross section located at a distance L₁= 350 mm from the end. The outer diameter is do 200 mm, the wall thickness is t= 5 mm, and a fluid in the pipe introduces a pressure p = 10 MPa. = 1. Calculate the absolute maximum normal and shear stresses at point A. 2. Calculate the absolute maximum normal and shear stresses at point B.

A weight W 75 kN is applied eccentrically from the end of a cantilevered circular pipe of length L = 750 mm, as shown in the figure below. Points A and B lie in the vertical and horizontal axes, respectively, on a cross section located at a distance L₁= 350 mm from the end. The outer diameter is do 200 mm, the wall thickness is t= 5 mm, and a fluid in the pipe introduces a pressure p = 10 MPa. = 1. Calculate the absolute maximum normal and shear stresses at point A. 2. Calculate the absolute maximum normal and shear stresses at point B.

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 8.3.11P: A standpipe in a water-supply system (see figure) is 12 ft in diameter and 6 in. thick. Two...

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