6. The 160 mm diameter steel (G = 80 GPa) shaft ABCD shown in Figure Q6 has a 100 mm diameter bronze (G = 40 GPa) core inserted in 3 m of the right end, BCD and securely bonded to the steel. Determine: a) the maximum shearing stress in each of the materials, b) the angle of twist of the free end, D of the shaft. Steel 200 kNm 2 m 120kNm B. 1.5 m 1.5 m Bronze D Figure Q6 [Ans: a) Tmax,st = 162 MPa (at section BC), tmax,br = 51 MPa (at section BC); b) -0.00684 radl

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 3.4.11P: A tapered bar AB with a solid circular cross section is twisted by torques T = 36,000 lb-in. (sec...
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6. The 160 mm diameter steel (G = 80 GPa) shaft ABCD shown in Figure Q6 has a 100 mm
diameter bronze (G = 40 GPa) core inserted in 3 m of the right end, BCD and securely
bonded to the steel. Determine:
a) the maximum shearing stress in each of the materials,
b) the angle of twist of the free end, D of the shaft.
Steel
200 kNm
2 m
120kNm
1.5 m
1.5 m
Bronze
D
Figure Q6
[Ans: a) tmax,st = 162 MPa (at section BC), tmax, br = 51 MPa (at section BC); b) -0.00684
rad]
Transcribed Image Text:6. The 160 mm diameter steel (G = 80 GPa) shaft ABCD shown in Figure Q6 has a 100 mm diameter bronze (G = 40 GPa) core inserted in 3 m of the right end, BCD and securely bonded to the steel. Determine: a) the maximum shearing stress in each of the materials, b) the angle of twist of the free end, D of the shaft. Steel 200 kNm 2 m 120kNm 1.5 m 1.5 m Bronze D Figure Q6 [Ans: a) tmax,st = 162 MPa (at section BC), tmax, br = 51 MPa (at section BC); b) -0.00684 rad]
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