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. F A 36" D 24" B.

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. F A 36" D 24" B.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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"

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