"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); = 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. 20 in. P4.5-16 20 in. D 30 in.

"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); = 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. 20 in. P4.5-16 20 in. D 30 in.

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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