PLEASE ANSWER PART 4 and 5Part 1Calculate the polar moments of inertia in segments (1) and (2).Answer: J₁ = 13.84 in.⁴J₂= 1.535 in. ⁴Part 2Calculate the internal torques T1 and T2 in shaft segments (1) and (2), respectively. On paper, prepare an internal torque diagram for the compound shaft that shows these internal torques. Use the sign convention presented in Section 6-6.Answer: T₁ = 800 Ib-ft, T₂= -800 Ib-ft.Part 3 Calculate the maximum shear stress in each shaft segment. On paper, prepare a diagram that shows the maximum shear stress in segments (1) and (2) of the shaft. Use the sign convention presented in Section 6-6.Answer: τ₁ = 1560.69 psi, τ₂ = -7817.59 psiPart 4 (PLEASE ANSWER)Determine the rotation angle of B with respect to the support at A.Please Answer: φB= rad.Part 5 (PLEASE ANSWER)Determine the rotation angle of C with respect to the support at A.Please Answer: φC= rad. The compound shaft shown consists of aluminum segment (1) and steel segment (2). Aluminum segment (1) is a tube with an outsidediameter of D₁ = 4.50 in., a wall thickness of t₁ = 0.225 in., and a shear modulus of G₁ = 3800 ksi. Steel segment (2) is a tube with anoutside diameter of D₂ = 2.50 in., a wall thickness of t₂ = 0.150 in., and a shear modulus of G₂ = 10500 ksi. The compound shaft issubjected to the torques shown. Assume that L₁-9 ft, L₂=6 ft, TB-1600 lb-ft and Tc-800 lb-ft.(a) Prepare a diagram that shows the internal torque and the maximum shear stress in segments (1) and (2) of the shaft. Use the signconvention presented in Section 6-6.(b) Determine the rotation angle of B with respect to the support at A.(c) Determine the rotation angle of C with respect to the support at A.Part 1Correct(1)L₁TBAnswers: J₁ = 13.84BO(2)L2TcCCalculate the polar moments of inertia in segments (1) and (2).Xin.4.J₂= 1.535in.4

Answered: Image /qna-images/answer/faa234b3-5e14-4a91-8b24-1d133e05f6cc.jpg

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 = 4.50 in., a wall thickness of t₁ = 0.225 in., and a shear modulus of G₁ = 3800 ksi. Steel segment (2) is a tube with an outside diameter of D₂ = 2.50 in., a wall thickness of t₂ = 0.150 in., and a shear modulus of G₂ = 10500 ksi. The compound shaft is subjected to the torques shown. Assume that L₁-9 ft, L₂=6 ft, Tg-1600 lb-ft and Tc-800 lb-ft. (a) Prepare a diagram that shows the internal torque and the maximum shear stress in segments (1) and (2) of the shaft. Use the sign convention presented in Section 6-6. (b) Determine the rotation angle of B with respect to the support at A. (c) Determine the rotation angle of C with respect to the support at A.

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 = 4.50 in., a wall thickness of t₁ = 0.225 in., and a shear modulus of G₁ = 3800 ksi. Steel segment (2) is a tube with an outside diameter of D₂ = 2.50 in., a wall thickness of t₂ = 0.150 in., and a shear modulus of G₂ = 10500 ksi. The compound shaft is subjected to the torques shown. Assume that L₁-9 ft, L₂=6 ft, Tg-1600 lb-ft and Tc-800 lb-ft. (a) Prepare a diagram that shows the internal torque and the maximum shear stress in segments (1) and (2) of the shaft. Use the sign convention presented in Section 6-6. (b) Determine the rotation angle of B with respect to the support at A. (c) Determine the rotation angle of C with respect to the support at A.

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 3.7.12P

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