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Chapter 6: Torsion
M6.20: Shear Stresses in End-to-end Shafts
Try One
State the Problem
Plan the Solution
Table of Contents
Review Sign Conventions
Equilibrium
Geometry of Deformation
Torque-Twist Relationships
Compatibility Equation
Section Properties
Solve for T
1
and T
2
Compute Shear Stresses
Rotation Angle at B
Finished
Try One
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Diagram shows a shaft A B with a support at A, marked 1 of length 2,800 millimeters and another shaft B C with a support at C, marked 2 of length 3,400 millimeters with a flange in between at B. The shafts are centered on the x axis. A torque of 15 k N m is applied at B.
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