The required information is in the attachment.  Part A) If the load is at L2 = 4.7 m and the angle of twist at C is ϕC = 1.5 deg, what is the magnitude of the applied torque? Express your answer with appropriate units to three significant figures.   Part B) If the applied torque is TC = 525 N⋅m, and the torsional load is at L2 = 1.2 m, then what is the magnitude of the reaction at A? Express your answer with appropriate units to three significant figures.   Part C) What is the maximum stress at any point along th

Elements Of Electromagnetics
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The required information is in the attachment. 

Part A) If the load is at L2 = 4.7 m and the angle of twist at C is ϕC = 1.5 deg, what is the magnitude of the applied torque?

Express your answer with appropriate units to three significant figures.
 
Part B) If the applied torque is TC = 525 N⋅m, and the torsional load is at L2 = 1.2 m, then what is the magnitude of the reaction at A?
Express your answer with appropriate units to three significant figures.
 
Part C) What is the maximum stress at any point along the length of the shaft from Part B?
Express your answer with appropriate units to three significant figures.
To solve for internal torques in statically
indeterminate shafts with an applied torsional load.
When the number of reaction moments is greater
than the number of equilibrium equations, the
system is statically indeterminate. Solving for the
reactions requires some additional equations.
These additional equations come from considering
continuity of the angle of twist and the relationships
between displacement and loads.
For a torsionally loaded shaft, the compatibility
relationship for the deformation can usually be
written by setting the total relative angle of twist
between the ends of the member to a known value.
When the shaft can be divided into segments for
TL
is constant, the total relative
JG
each of which
TL
Once
JG
twist can also be written as ø =
the internal torque of each segment is written in
terms of the end reactions and applied torques,
there is enough information to solve for the
reactions.
Figure
1 of 1
C
B
Tc
-L2
Transcribed Image Text:To solve for internal torques in statically indeterminate shafts with an applied torsional load. When the number of reaction moments is greater than the number of equilibrium equations, the system is statically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering continuity of the angle of twist and the relationships between displacement and loads. For a torsionally loaded shaft, the compatibility relationship for the deformation can usually be written by setting the total relative angle of twist between the ends of the member to a known value. When the shaft can be divided into segments for TL is constant, the total relative JG each of which TL Once JG twist can also be written as ø = the internal torque of each segment is written in terms of the end reactions and applied torques, there is enough information to solve for the reactions. Figure 1 of 1 C B Tc -L2
The solid circular shaft shown (Figure 1) has diameter 70 mm and length L1 = 6 m. Let the positive axis point from A to B along
the center of the shaft. A torsional load is applied a distance L2 from the left end, as shown. The shear modulus is G = 55 GPa
Transcribed Image Text:The solid circular shaft shown (Figure 1) has diameter 70 mm and length L1 = 6 m. Let the positive axis point from A to B along the center of the shaft. A torsional load is applied a distance L2 from the left end, as shown. The shear modulus is G = 55 GPa
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