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Chapter 15: Combined Loads
M15.1: Combined Axial Force and Torsion
Stress Element at B
State the Problem
Plan the Solution
Table of Contents
Normal Stress Due to Axial Force
Shear Stress Due to Torsion
Stress Element at B
Mohr's Circle Stress Transformation
Principal Stresses
Maximum In-Plane Shear Stress
scene
6
of
9
The
19
.
65
M
P
a
axial normal stress acts on the
+
y
and
-
y
faces of the stress element.
Here is Canvas object wihch demonstrate the problem.
