1. ENGR 220 Section 5.5-5.7

2. Statically Indeterminate Torque-Loaded Members Same method of analysis as for axial loaded members Sum of the moments Compatibility equation –Angle of Twist

3. The following shaft is made from a steel tube with a 2 inch outside diameter which is bonded to a brass core with a 1 inch diameter. Determine the maximum shear stress in each section if a torque of 250 lb-ft is applied at the end of the shaft. G for steel is 11400 psi and G for Brass is 5200 psi.

4. Stress Concentrations

6. Coupling for a motor shaft

7. Solid non-circular shafts