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f1.5 m. Segn shaft is subj ng G-R 3 CD.

f1.5 m. Segn shaft is subj ng G-R 3 CD.

Structural Analysis
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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Completely solve (a) and (b). Box the final answers!

 

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 1.5 m. Segment (2) has an outside diameter of 150 mm, a wall thickness of 10 mm and a length of 2 m. The shaft is subjected to torques TB = 50 kN-m and TC = 35 kN-m, which act in the directions shown in Figure. Using G=83 GPa. Determine the maximum shear stress (MPa) in shaft segment (1). a. а. 85.80 c. 120.12 b. 46.28 d. 171.60 (1) Tc (2) b. Determine the rotation of C (degree/s) relative to A. а. 2.250 С. 1.950 b. 0.956 d. 1.270 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 1.5 m. Segment (2) has an outside diameter of 150 mm, a wall thickness of 10 mm and a length of 2 m. The shaft is subjected to torques TB = 50 kN-m and TC = 35 kN-m, which act in the directions shown in Figure. Using G=83 GPa. Determine the maximum shear stress (MPa) in shaft segment (1). a. а. 85.80 c. 120.12 b. 46.28 d. 171.60 (1) Tc (2) b. Determine the rotation of C (degree/s) relative to A. а. 2.250 С. 1.950 b. 0.956 d. 1.270 Ans. a: Ans. b:
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