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). а. 281.57 с. 69.25 (1) Tc b. 156.43 d. 125.14 B b. Determine the rotation of C (degree/s) relative to A. c. 1.950 d. 0.404 а. 1.195 b. 0.194

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). а. 281.57 с. 69.25 (1) Tc b. 156.43 d. 125.14 B b. Determine the rotation of C (degree/s) relative to A. c. 1.950 d. 0.404 а. 1.195 b. 0.194

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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