The (1) composite shaft consists of two steel pipes that are connected at flange B and securely attached to rigid walls at A and C. Steel pipe has an outside diameter of 8.625 in., a wall thickness of 2.6 in., and a length of L₁ = 17 ft. Steel pipe (2) has an outside diameter of 5.8125 in., a wall thickness of 1.14 in., and a length of L₂ = 24 ft. Both pipes have a shear modulus of 12900 ksi. If a concentrated torque of 30 kip-ft is applied to flange B, determine: (a) the maximum shear stress magnitudes 1, 2 in pipes (1) and (2). (b) the rotation angle PBIA of flange B relative to support A. Answers: (a) T = (b) 4 BIA = i 4₁ B TB L₂ 2 ksi, 12 = i с ksi.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The
(1)
composite shaft consists of two steel pipes that are connected at flange B and securely attached to rigid walls at A and C. Steel pipe
has an outside diameter of 8.625 in., a wall thickness of 2.6 in., and a length of L₁ = 17 ft. Steel pipe (2) has an outside diameter
of 5.8125 in., a wall thickness of 1.14 in., and a length of L₂ = 24 ft. Both pipes have a shear modulus of 12900 ksi. If a concentrated
torque of 30 kip-ft is applied to flange B, determine:
(a) the maximum shear stress magnitudes T₁, T2 in pipes (1) and (2).
(b) the rotation angle PBA of flange B relative to support A.
Answers:
(a) TI
=
(b) 4 BIA
i
= i
L₁
(1)
B
TB
L2
2
ksi, 72
D
=
i
с
ksi.
G
Transcribed Image Text:The (1) composite shaft consists of two steel pipes that are connected at flange B and securely attached to rigid walls at A and C. Steel pipe has an outside diameter of 8.625 in., a wall thickness of 2.6 in., and a length of L₁ = 17 ft. Steel pipe (2) has an outside diameter of 5.8125 in., a wall thickness of 1.14 in., and a length of L₂ = 24 ft. Both pipes have a shear modulus of 12900 ksi. If a concentrated torque of 30 kip-ft is applied to flange B, determine: (a) the maximum shear stress magnitudes T₁, T2 in pipes (1) and (2). (b) the rotation angle PBA of flange B relative to support A. Answers: (a) TI = (b) 4 BIA i = i L₁ (1) B TB L2 2 ksi, 72 D = i с ksi. G
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* Your answer is incorrect.
The composite shaft consists of two steel pipes that are connected at flange B and securely attached to rigid walls at A and C. Steel pipe
(1) has an outside diameter of 8.625 in., a wall thickness of 2.6 in., and a length of L₁ = 17 ft. Steel pipe (2) has an outside diameter
of 5.8125 in., a wall thickness of 1.14 in., and a length of L₂ = 24 ft. Both pipes have a shear modulus of 12900 ksi. If a concentrated
torque of 30 kip-ft is applied to flange B, determine:
(a) the maximum shear stress magnitudes T₁, T2 in pipes (1) and (2).
(b) the rotation angle (PB/A of flange B relative to support A.
Answers:
(a) TI
=
(b) (PBIA
L₁
€
i 2.511
= i 0.74
B
TB
L2
(2)
ksi, 12 =
i
с
1.201
X
ksi.
Transcribed Image Text:* Your answer is incorrect. The composite shaft consists of two steel pipes that are connected at flange B and securely attached to rigid walls at A and C. Steel pipe (1) has an outside diameter of 8.625 in., a wall thickness of 2.6 in., and a length of L₁ = 17 ft. Steel pipe (2) has an outside diameter of 5.8125 in., a wall thickness of 1.14 in., and a length of L₂ = 24 ft. Both pipes have a shear modulus of 12900 ksi. If a concentrated torque of 30 kip-ft is applied to flange B, determine: (a) the maximum shear stress magnitudes T₁, T2 in pipes (1) and (2). (b) the rotation angle (PB/A of flange B relative to support A. Answers: (a) TI = (b) (PBIA L₁ € i 2.511 = i 0.74 B TB L2 (2) ksi, 12 = i с 1.201 X ksi.
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