engr 220 section 5.5-5.7. statically indeterminate torque-loaded members same method of analysis as...
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ENGR 220Section 5.5-5.7
Statically Indeterminate Torque-Loaded Members
• Same method of analysis as for axial loaded members
• Sum of the moments
• Compatibility equation– Angle of Twist
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.
Stress Concentrations
Stress Concentrations
Coupling for a motor shaft
Solid non-circular shafts
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