"Prob. 4.5-16. The aluminum-alloy shaft AD in Fig. P4.5-16 (G= 3.8 x 10 ksi) has a 40-in.-long tubular section AC and a 30-in.-long solid section CD. The diameters are (d.). (do); = d = 2.0 in. and (d), (d) = 1.75 in. A 2 kip. in. torque acts at section B. What is the allowable torque T₁ = 0 that may be added at end A if the angle of rotation at A is not to exceed (d)allow = 0.10 rad, and the magnitude of the shear stress is not to exceed allow = 4 ksi anywhere in the shaft? 15 2 kip-in. 20 in. 20 in. 30 in. -

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 3.4.8P: Two sections of steel drill pipe, joined by bolted flange plates at Ä are being tested to assess the...
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"Prob. 4.5-16. The aluminum-alloy shaft AÐ in Fig. P4.5-16
(G= 3.8 x 103 ksi) has a 40-in.-long tubular section AC and
a 30-in.-long solid section CD. The diameters are (d):
(do): d₂ = 2.0 in. and (d) = (d) = 1.75 in. A 2 kip in.
torque acts at section B. What is the allowable torque T₁ =
0 that may be added at end A if the angle of rotation at A
is not to exceed (.) allow = 0.10 rad, and the magnitude of
the shear stress is not to exceed allow = 4 ksi anywhere in
the shaft?
2 kip-in.
Jak
20 in.
P4.5-16
(3)
20 in.
30 in.
Transcribed Image Text:"Prob. 4.5-16. The aluminum-alloy shaft AÐ in Fig. P4.5-16 (G= 3.8 x 103 ksi) has a 40-in.-long tubular section AC and a 30-in.-long solid section CD. The diameters are (d): (do): d₂ = 2.0 in. and (d) = (d) = 1.75 in. A 2 kip in. torque acts at section B. What is the allowable torque T₁ = 0 that may be added at end A if the angle of rotation at A is not to exceed (.) allow = 0.10 rad, and the magnitude of the shear stress is not to exceed allow = 4 ksi anywhere in the shaft? 2 kip-in. Jak 20 in. P4.5-16 (3) 20 in. 30 in.
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