The ends of the compound shaft are attached to rigid walls. The maximum shear stress is limited to 10500psi for the bronze segment AB and 14500psi for steel segment BC. Determine the diameter of each segment in inches so that each material is simultaneously stressed to its permissible limit when the torque T=16.6kip-ft is applied as shown. The shear moduli are 6E6psi for bronze and 12E6psi for steel. The diameter of Steel. Bronze 6.5ft Steel 4.5ft inches in 2 decimal places
The ends of the compound shaft are attached to rigid walls. The maximum shear stress is limited to 10500psi for the bronze segment AB and 14500psi for steel segment BC. Determine the diameter of each segment in inches so that each material is simultaneously stressed to its permissible limit when the torque T=16.6kip-ft is applied as shown. The shear moduli are 6E6psi for bronze and 12E6psi for steel. The diameter of Steel. Bronze 6.5ft Steel 4.5ft inches in 2 decimal places
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Answer the problem question, use 2 decimal places as final answer ( Examples of 2 decimal: 62.067 write as 62.07 ) Then box the final answer. Don’t forget the unit.
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