Why Do Tensile Cables Differ in Thickness?

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Tensile cables are thinner than struts because they are designed to handle axial loads without the risk of buckling, which affects compressive members. While steel has equal compressive and tensile strength, the effectiveness of a member in compression is limited by its susceptibility to buckling, influenced by its shape and moment of inertia. In tension, the load is distributed over the cross-sectional area, allowing thinner cables to perform effectively. Practical experimentation with materials, such as manipulating copper wire, can provide insight into their behavior under different forces. Understanding these principles clarifies why thin wires are preferred for tension applications.
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Homework Statement


Why are cables thin when used as ties? Why are they not equally as thick as say struts?

Homework Equations

The Attempt at a Solution


Is it because when in tension the tie cannot buckle? or because when in tension it cannot shear?


Steel has the same compressive strength as tensile, so why do they differ?

Many thanks for reading
 
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I have tried looking on several forums on the internet as well as some educational sites and I oddly have no clue why thin wires are better at tying. The question is now stuck on my mind.

Is there anyone working in the practical field who can shed some information on this?
 
lekh2003 said:
I have tried looking on several forums on the internet as well as some educational sites and I oddly have no clue why thin wires are better at tying. The question is now stuck on my mind.

Is there anyone working in the practical field who can shed some information on this?

I think I have cracked it thank you.

When in tension it is only loaded axially so the strength is force the over cross-section area, but in compression you have buckling that stops the member reaching its maximum strength, and that if you look at the bending equation or Euler's column formula, they both rely on the moment of inertia which is affected by shape.
 
jonnybmac said:
I think I have cracked it thank you.

When in tension it is only loaded axially so the strength is force the over cross-section area, but in compression you have buckling that stops the member reaching its maximum strength, and that if you look at the bending equation or Euler's column formula, they both rely on the moment of inertia which is affected by shape.
Thanks, I'll look into it.
 
You could look at the equations or you could play with some copper wire in your hands. See how it feels under tension and compression.
 
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