The compound shaft shown in Figure P6.4 consists of two steel [G= 80 GPa] pipe segments. The shaft is subjected to external torques Tg and Tc that act in the directions shown. Segment (1) has an outside diameter of 206 mm and a wall thickness of 10 mm. Segment (2) has an outside diameter of 138 mm and a wall thickness of 14 mm. The torque is known to have a magnitude of Tc=22 kN m. The shear strain in segment (1) is measured as 500 µrad. Determine the magnitude of external torque TB. ||
The compound shaft shown in Figure P6.4 consists of two steel [G= 80 GPa] pipe segments. The shaft is subjected to external torques Tg and Tc that act in the directions shown. Segment (1) has an outside diameter of 206 mm and a wall thickness of 10 mm. Segment (2) has an outside diameter of 138 mm and a wall thickness of 14 mm. The torque is known to have a magnitude of Tc=22 kN m. The shear strain in segment (1) is measured as 500 µrad. Determine the magnitude of external torque TB. ||
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1
Given:-
The modulus of rigidity of steel pipe segments = G = 80 GPa
The outside diameter of the segment (1) = 206 mm
The wall thickness of segment (1) = 10 mm
The outside diameter of the segment (2) = 138 mm
The wall thickness of segment (2) = 14 mm
The magnitude of the torque at point C = TC = 22 kN-m
The shear strain in segment 1 = 500
To determine:-
The magnitude of the external torque at B i.e. TB
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