For steel, take a 220 MPa, E=200 GPa, G = 79 GPa, v=0.26 Q1. A solid steel shaft has a radius C-0.1 m and is subjected to the torques shown in Fig. 1. Calculate: 1. The internal reaction in AB in terms of T 2. The maximum torque in AB for a factor of safety of 2 to apply there according to Tresca 3. The resulting principal stresses on and o; in AB 4. The resulting angle of twist of plane B relative to plane A Draw the Mohr's circle to show the state of stress on the shaft's surface. Label all stresses. -T -3T +5T *A 1 m Bx Fig. 1: Shaft with torques

Structural Analysis
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Chapter2: Loads On Structures
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For steel, take a 220 MPa, E=200 GPa, G = 79 GPa, v=0.26
Q1. A solid steel shaft has a radius C-0.1 m and is subjected to the torques shown in Fig. 1.
Calculate:
1. The internal reaction in AB in terms of T
2. The maximum torque in AB for a factor of safety of 2 to apply there according to Tresca
3. The resulting principal stresses on and o; in AB
4. The resulting angle of twist of plane B relative to plane A
Draw the Mohr's circle to show the state of stress on the shaft's surface. Label all stresses.
Transcribed Image Text:For steel, take a 220 MPa, E=200 GPa, G = 79 GPa, v=0.26 Q1. A solid steel shaft has a radius C-0.1 m and is subjected to the torques shown in Fig. 1. Calculate: 1. The internal reaction in AB in terms of T 2. The maximum torque in AB for a factor of safety of 2 to apply there according to Tresca 3. The resulting principal stresses on and o; in AB 4. The resulting angle of twist of plane B relative to plane A Draw the Mohr's circle to show the state of stress on the shaft's surface. Label all stresses.
-T -3T +5T
*A
1 m
Bx
Fig. 1: Shaft with torques
Transcribed Image Text:-T -3T +5T *A 1 m Bx Fig. 1: Shaft with torques
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