A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 200 mm, a wall thickness of 10 mm and a length of 2 m. Segment (2) has an outside diameter of 150 mm, a wall thickness of 10 mm and a length of 1.5 m. The shaft is subjected to torques TB = 40 kN-m and TC = 25 kN-m, which act in the directions shown in Figure. Using G=83 GPa a. Determine the maximum shear stress (MPa) in shaft segment (2). a. 281.57 с. 69.25 (1) Tc b. 156.43 d. 125.14 (2) B b. Determine the rotation of C (degree/s) relative to A. a. 1.195 c. 1.950 b. 0.194 d. 0.404 Ans. a: Ans. b:

Structural Analysis
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Chapter2: Loads On Structures
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A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 200 mm, a wall
thickness of 10 mm and a length of 2 m. Segment (2) has an outside diameter of 150 mm, a wall thickness of 10
mm and a length of 1.5 m. The shaft is subjected to torques TB = 40 kN-m and TC = 25 kN-m, which act in the
directions shown in Figure. Using G=83 GPa
a. Determine the maximum shear stress (MPa) in shaft
segment (2).
a. 281.57
с. 69.25
(1)
Tc
b. 156.43
d. 125.14
(2)
B
b. Determine the rotation of C (degree/s) relative to A.
a. 1.195
c. 1.950
b. 0.194
d. 0.404
Ans. a:
Ans. b:
Transcribed Image Text:A compound shaft consists of two pipe segments. Segment (1) has an outside diameter of 200 mm, a wall thickness of 10 mm and a length of 2 m. Segment (2) has an outside diameter of 150 mm, a wall thickness of 10 mm and a length of 1.5 m. The shaft is subjected to torques TB = 40 kN-m and TC = 25 kN-m, which act in the directions shown in Figure. Using G=83 GPa a. Determine the maximum shear stress (MPa) in shaft segment (2). a. 281.57 с. 69.25 (1) Tc b. 156.43 d. 125.14 (2) B b. Determine the rotation of C (degree/s) relative to A. a. 1.195 c. 1.950 b. 0.194 d. 0.404 Ans. a: Ans. b:
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