Comparing Aluminum & Copper Deflection Angles

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Homework Help Overview

The discussion revolves around comparing the deflection angles of aluminum and copper poles subjected to the same shear force. The problem involves understanding the shear modulus values for both materials and their implications on deflection.

Discussion Character

  • Conceptual clarification, Assumption checking

Approaches and Questions Raised

  • The original poster attempts to relate shear modulus to deflection angles, suggesting that the angle of deflection for aluminum will be greater than that for copper. Some participants question the accuracy of the shear modulus value for copper and seek clarification on the relationship between shear stress and shear modulus.

Discussion Status

Participants are exploring the implications of shear modulus on deflection angles and confirming assumptions about the poles' dimensions and shear stress. There is a focus on ensuring correct values are used and clarifying terminology related to shear stress and shear modulus.

Contextual Notes

There is an assumption that both poles are identical in proportions, which is crucial for the analysis of shear stress. The discussion also highlights potential discrepancies in the shear modulus values provided.

Loligo
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Homework Statement


The Shear modulus for aluminum and copper are 25GPa and 35GPa, respectively. An aluminum and copper pole, both the same length are subjected to the same shear force at the top of each pole, bending each pole a different angle y. Which pole has a higher angle of deflection and by how much?


Homework Equations


Formulas I am using are Shear Modulus = Shear Stress/Shear Strain
S = σ/ε = (F/A)/(Δx/Lo)
angle y = ε = Δx/Lo


The Attempt at a Solution


Since the forces are equal and area should be equal (under assumption the poles are the same dimensions the shear stress (σ) is equal for both poles.
Rearranging the formulas I get σ=S*y
σAC so 25GPa*yA=38GPa*yC
I get that the angle the deflection for the aluminum pole will be 1.52 times that of the copper pole.
 
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is it 35 or 38 GPa? Insert correct value and round off to one decimal point, and your result will be OK. Shear stress is usually designated as [tex]\tau[/tex], and shear modulus is usually referred to as [tex]G[/tex]. This distinguishes it from normal stress ([tex]\sigma[/tex]) and elastic modulus ([tex]E[/tex]) used for normal strains.
 
The aluminum pole has a shear modulus of 25 GPa and the copper pole 35GPa.
Is it correct to say that the shear stress will stay the same with the poles are identical in proportions and are subjected to the same force
 
Loligo said:
The aluminum pole has a shear modulus of 25 GPa and the copper pole 35GPa.
Is it correct to say that the shear stress will stay the same with the poles are identical in proportions and are subjected to the same force
Yes. The problem does not specifically state that both poles are similar in cross section, so it must be assumed that they are identically proportioned..
 

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