Tensile stress given theta and force

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Homework Help Overview

The problem involves determining the radius of an aluminum wire that is subjected to tensile stress when a heavy block is hung from it, causing the wire to sag at a specific angle with the horizontal. The context includes the application of Young's Modulus and the relationship between stress and strain.

Discussion Character

  • Mixed

Approaches and Questions Raised

  • Participants discuss the need to analyze the tension in the wire, suggesting the use of free body diagrams to understand the forces involved. There is also a focus on clarifying the origin of a specific value used in the calculations.

Discussion Status

Some participants have provided guidance on the importance of considering the tension in the wire rather than simply using the weight of the block. There is an ongoing exploration of the assumptions made in the problem setup, particularly regarding the angle and the distribution of forces.

Contextual Notes

Participants note the need for clarity on certain values used in the equations, such as the origin of the strain value mentioned. There is an emphasis on the requirement for a detailed understanding of the problem rather than straightforward hints.

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Tensile stress given theta and force (I'm kinda desperate)

Homework Statement



Aluminum wire is lightweight. You can hang a piece of it nearly horizontally with very little tension. After having done so, you then hang a HEAVY (25 kg) block from the wire. The wire sags to make an angle of 12 degrees with the horizontal. Determine the radius of the wire.

Homework Equations



Stress / Strain = Modulus

Stress = Force / area = 25*9.8 / (pi)r^2

Strain = Delta L/L = [(L/cos12) - L / L] ?

Young's Modulus for aluminum = 70 x 10^9

The Attempt at a Solution



(25)(9.8) / [(pi)(r^2)] = (0.022)(70*10^9)

r = 2.25 * 10^-4

This is wrong, Please give me solid advice and not simple hints please. I'm really tired of this problem and I'd like to solve it with as little guesswork as possible. I need to have a solution in a few answers. If you can help me I will love you till the ends of the earth.
 
Last edited:
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The tension in each of the two sections of the wire is not 25 kg. Assume that the weight is suspended from the mid point of the wire, and draw a free body diagram to get the tension in each of the two sections. The vertical components of the tensions must sum to the weight of the weight.
 
I had the same problem. Could someone just tell me where the 0.022 came from? That was the only part i was missing.

Anyway, like Chestermiller said, just do a free body. The force in the stress equation is tension, not the weight of the block.
 
Sheridans said:
I had the same problem. Could someone just tell me where the 0.022 came from? That was the only part i was missing.
It actually is all there in please's relevant equations, and represents the unit strain in the wire. The wire must stretch from its original length to the new length as measured along the diagonals of the wire in its loaded stretched position.
 

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