Problem 1. The circular shaft is fixed at its left end. Over the left one foot, section AB, the shaft is solid with radiusr = 0.600 in. The right two feet of the shaft, section BC, has been drilled out so that it has outer radius ro = 0.600 in. and inner radius n=0.500 in. The shaft is made from a material having shear modulus G= 6.00x10° psi. The applied torque at end C has magnitude T =1.20 in kip. Assume linear elastic behavior. Determine a. the polar moment of inertia for section AB of the shaft b. the polar moment of inertia for section BC of the shaft c. the magnitude of the maximum shear stress in the shaft d. the magnitude of the angle of twist of end C relative to end A under the applied torque. C -T fu be : TT 2. 12 in. -24 in.- 4.

Problem 1. The circular shaft is fixed at its left end. Over the left one foot, section AB, the shaft is solid with radiusr = 0.600 in. The right two feet of the shaft, section BC, has been drilled out so that it has outer radius ro = 0.600 in. and inner radius n=0.500 in. The shaft is made from a material having shear modulus G= 6.00x10° psi. The applied torque at end C has magnitude T =1.20 in kip. Assume linear elastic behavior. Determine a. the polar moment of inertia for section AB of the shaft b. the polar moment of inertia for section BC of the shaft c. the magnitude of the maximum shear stress in the shaft d. the magnitude of the angle of twist of end C relative to end A under the applied torque. C -T fu be : TT 2. 12 in. -24 in.- 4.

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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