The diameter of and LCD = 240 mm. 1. The lengths LAB = LBC = 200 mm parts AB and CD of the bar is 25 mm and the diameter of part BC is 50 mm. The shear modulus of the material is G = 80 GPa. If the torque T = 2.2 kN- m, determine the magnitude of the angle of twist of the right end of the bar relative to the wall in degrees. 4 kN-m 8 kN-m \B LAB. LBC 2. The lengths LAB = LBC = 200 mm and LCD = 240 mm. The diameter of parts AB and CD of the bar is 25 mm and the diameter of part BC is 50 mm. The shear modulus of the material is G = 80 GPa. What value of the torque T would cause the angle of twist of the right end of the bar relative to the wall to be zero? 4 kN-m 8 kN-m LAB T LBC

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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The diameter of
and LcD = 240 mm.
1. The lengths LAB = LBC = 200 mm
parts AB and CD of the bar is 25 mm and the diameter of part BC is 50 mm.
The shear modulus of the material is G = 80 GPa. If the torque T = 2.2 kN-
m, determine the magnitude of the angle of twist of the right end of the bar
relative to the wall in degrees.
4 kN-m
8 kN-m
LAB.
LBC.
2. The lengths LAB = LBC = 200 mm and LCD = 240 mm. The diameter of
parts AB and CD of the bar is 25 mm and the diameter of part BC is 50 mm.
The shear modulus of the material is G = 80 GPa. What value of the
torque T would cause the angle of twist of the right end of the bar relative to
the wall to be zero?
4 kN-m
8 kN-m
LAB.
T
LBC
Transcribed Image Text:The diameter of and LcD = 240 mm. 1. The lengths LAB = LBC = 200 mm parts AB and CD of the bar is 25 mm and the diameter of part BC is 50 mm. The shear modulus of the material is G = 80 GPa. If the torque T = 2.2 kN- m, determine the magnitude of the angle of twist of the right end of the bar relative to the wall in degrees. 4 kN-m 8 kN-m LAB. LBC. 2. The lengths LAB = LBC = 200 mm and LCD = 240 mm. The diameter of parts AB and CD of the bar is 25 mm and the diameter of part BC is 50 mm. The shear modulus of the material is G = 80 GPa. What value of the torque T would cause the angle of twist of the right end of the bar relative to the wall to be zero? 4 kN-m 8 kN-m LAB. T LBC
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