The compound shaft shown consists of aluminum segment (1) and steel segment (2). Aluminum segment (1) is a tube with an outside diameter of D₁ = 3.70 in., a wall thickness of t₁ = 0.25 in., and a shear modulus of G₁ = 4,000 ksi. Steel segment (2) is a tube with an outside diameter of D₂ = 1.50 in., a wall thickness of t₂ = 0.125 in., and a shear modulus of G₂ = 12,000 ksi. The compound shaft is subjected to torques applied at B and C as shown. Determine the rotation angle of C with respect to the support at A. (1) 9ft O-0.1399 rad -0.0842 rad O-0.1271 rad O-0.1150 rad -0.1012 rad 1,700 lb-ft B (2) 6 ft 650 lb-ft

The compound shaft shown consists of aluminum segment (1) and steel segment (2). Aluminum segment (1) is a tube with an outside diameter of D₁ = 3.70 in., a wall thickness of t₁ = 0.25 in., and a shear modulus of G₁ = 4,000 ksi. Steel segment (2) is a tube with an outside diameter of D₂ = 1.50 in., a wall thickness of t₂ = 0.125 in., and a shear modulus of G₂ = 12,000 ksi. The compound shaft is subjected to torques applied at B and C as shown. Determine the rotation angle of C with respect to the support at A. (1) 9ft O-0.1399 rad -0.0842 rad O-0.1271 rad O-0.1150 rad -0.1012 rad 1,700 lb-ft B (2) 6 ft 650 lb-ft

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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