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. a. Determine the maximum shear stress (MPa) in shaft segment (1). a. 85.80 c. 120.12 b. 46.28 d. 171.60 b. Determine the rotation of C (degree/s) relative to A. a. 2.250 с. 1.950 1070

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. a. Determine the maximum shear stress (MPa) in shaft segment (1). a. 85.80 c. 120.12 b. 46.28 d. 171.60 b. Determine the rotation of C (degree/s) relative to A. a. 2.250 с. 1.950 1070

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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The compound shaft consists of bronze and steel segments, both having 120-mm diameters. If the torque T causes a maximum shear stress of 100 MPa in the bronze segment, determine the angle of rotation (in degrees) of the free end. Use G = 83 GPa for steel and G = 35 GPa for bronze. Answer in 1 decimal place
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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:
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y TB TC (1) (2) B. FIGURE P6.4
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. a. Determine the maximum shear stress (MPa) in shaft segment (1). a. 85.80 c. 120.12 b. 46.28 d. 171.60 b. Determine the rotation of C (degree/s) relative to A. a. 2.250 c. 1.950 b. 0.956 d. 1.270 Ans. a:| Ans. b:
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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 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. a. Determine the maximum shear stress (MPa) in shaft segment (1). a. 85.80 c. 120.12 b. 46.28 d. 171.60 (2) b. Determine the rotation of C (degree/s) relative to A. a. 2.250 c. 1.950 b. 0.956 d. 1.270
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