A horizontal compound shaft AC is attached to a fixed wall at the point C and two torquesTand 2T applied at the points A and B, respectively as shown by Figure Q4. The portionAB of the shaft is made of steel, having a diameter of 30 mm while portion BC is made ofbrass with a diameter of 50 mm.2TSteelBrassB200 mm100 mmFigure Q4: A horizontal compound shaftThe elastic torsion moduli for steel and brass's materials are given as 77 GPa and37 GPa, respectively. The maximum allowable shear stress for the compound shaft isgiven as 150 MPa.ear stress4.4. Calculate the angle of twist at the point A

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A horizontal compound shaft AC is attached to a fixed wall at the point C and two torques Tand 2T applied at the points A and B, respectively as shown by Figure Q4. The portion AB of the shaft is made of steel, having a diameter of 30 mm while portion BC is made of brass with a diameter of 50 mm. 2T Steel Brass C 200 mm 100 mm Figure Q4: A horizontal compound shaft The elastic torsion moduli for steel and brass's materials are given as 77 GPa and 37 GPa, respectively. The maximum allowable shear stress for the compound shaft is given as 150 MPa. B8

A horizontal compound shaft AC is attached to a fixed wall at the point C and two torques Tand 2T applied at the points A and B, respectively as shown by Figure Q4. The portion AB of the shaft is made of steel, having a diameter of 30 mm while portion BC is made of brass with a diameter of 50 mm. 2T Steel Brass C 200 mm 100 mm Figure Q4: A horizontal compound shaft The elastic torsion moduli for steel and brass's materials are given as 77 GPa and 37 GPa, respectively. The maximum allowable shear stress for the compound shaft is given as 150 MPa. B8

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter3: Torsion

Section: Chapter Questions

Problem 3.4.18P: A prismatic bar AB of length L and solid circular cross section (diameter d) is loaded by a...

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