-gment (1) is a tube with an outside diameter of D- ear modulus of G₁ = 4,000 ksi. Steel segment (2) i all thickness of t2 = 0.125 in., and a shear modulus bjected to torques applied at B and C as shown. D e support at A. A (1) 1,700 lb-ft B (2) 650

Structural Analysis
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Chapter2: Loads On Structures
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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 = 4.15 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 = 2.00 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)
9 ft
-0.0343 rad
-0.0429 rad
-0.0259 rad
-0.0320 rad
-0.0460 rad
1,700 lb-ft
(2)
6 ft
650 lb-ft
X
Transcribed Image Text: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 = 4.15 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 = 2.00 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) 9 ft -0.0343 rad -0.0429 rad -0.0259 rad -0.0320 rad -0.0460 rad 1,700 lb-ft (2) 6 ft 650 lb-ft X
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