4. Shown below is a steel tube AB with a 1.5" outside diameter and .06" wall thickness. You may assume that bar CBD is rigid. If F=50#, answer the following questions: a. Determine the state of stress at point A on the outside surface of the tube b. Draw Mohr's circle for the state of stress at A c. Find the principal stresses and directions at point A d. Determine the safety factor for the tube at point A based on the Maximum Shear Stress and Distortion Energy (Von Mises) failure theories and a proportional limit of 50ksi.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.6.17P: Acting on the sides of a stress element cut from a bar in uniaxial stress are tensile stresses of...
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4. Shown below is a steel tube AB with a 1.5" outside diameter and .06" wall thickness.
You may assume that bar CBD is rigid. If F=50#, answer the following questions:
a. Determine the state of stress at point A on the outside surface of the tube
b. Draw Mohr's circle for the state of stress at A
c. Find the principal stresses and directions at point A
d. Determine the safety factor for the tube at point A based on the Maximum
Shear Stress and Distortion Energy (Von Mises) failure theories and a
proportional limit of 50ksi.
y
F
36"
B
D
24"
Transcribed Image Text:4. Shown below is a steel tube AB with a 1.5" outside diameter and .06" wall thickness. You may assume that bar CBD is rigid. If F=50#, answer the following questions: a. Determine the state of stress at point A on the outside surface of the tube b. Draw Mohr's circle for the state of stress at A c. Find the principal stresses and directions at point A d. Determine the safety factor for the tube at point A based on the Maximum Shear Stress and Distortion Energy (Von Mises) failure theories and a proportional limit of 50ksi. y F 36" B D 24"
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