Problem: The steel pipe has an inner diameter of 2.75 in and an outer diameter of 3 in. The pipe is fixed to the ground at C, and a wrench is attached to the opposite end. The wrench is subjected to a horizontal force of 20 lb that acts in -z direction. Points A and B are located on the surface of the pipe at the same cross section. Note that A lies directly above the -y axis, and B lies directly above the +z axis. 20 lb 10 in. A B X 12 in.. (a) Find the normal and shear stresses at points A and B. (b) Find the principal stresses at points A and B. (c) Show all stresses from parts (a) and (b) on properly oriented elements, relative to the given coordinate system.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Problem: The steel pipe has an inner diameter of 2.75 in and an outer diameter of 3 in. The
pipe is fixed to the ground at C, and a wrench is attached to the opposite end. The wrench is
subjected to a horizontal force of 20 lb that acts in -z direction. Points A and B are located on
the surface of the pipe at the same cross section. Note that A lies directly above the -y axis, and
B lies directly above the +z axis.
20 lb
10 in.
A
B
y
12 in.
(a) Find the normal and shear stresses at
points A and B.
(b) Find the principal stresses at points A
and B.
(c) Show all stresses from parts (a) and (b)
on properly oriented elements, relative to
the given coordinate system.
Transcribed Image Text:Problem: The steel pipe has an inner diameter of 2.75 in and an outer diameter of 3 in. The pipe is fixed to the ground at C, and a wrench is attached to the opposite end. The wrench is subjected to a horizontal force of 20 lb that acts in -z direction. Points A and B are located on the surface of the pipe at the same cross section. Note that A lies directly above the -y axis, and B lies directly above the +z axis. 20 lb 10 in. A B y 12 in. (a) Find the normal and shear stresses at points A and B. (b) Find the principal stresses at points A and B. (c) Show all stresses from parts (a) and (b) on properly oriented elements, relative to the given coordinate system.
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