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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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