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cold formed steel compression limit

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casasf

Structural
Dec 11, 2009
46
hello,

what is the compression limit ratio for conduit pipes Kl/r? is it 200 like steel or more? if it is different can you provide the reference?

Thank you in advance.
 
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It changes between codes, and load type. For EQ you can have an overriding requirement depending on the system being used and design class

"Programming today is a race between software engineers striving to build bigger and better idiot-proof programs, and the Universe trying to produce bigger and better idiots. So far, the Universe is winning."
 
Note that the slender ratio is only a practical index. When it goes beyond the recommended limit, the allowable stress/strength will be too small for practical purposes. You can calculate the result resulting allowable stress/strength by using any code provided formula/equation for compression to get a feel.
 
Retired13, are you sure? Seems like a big statement to make. Wouldn't the slenderness ratio be a way to control second order effects within a compression member.

"Programming today is a race between software engineers striving to build bigger and better idiot-proof programs, and the Universe trying to produce bigger and better idiots. So far, the Universe is winning."
 
rowing,

Bad language has twisted the meaning. Thanks for picking out.
 
In 1999, the AISI committee removed the KL/r limit (of 200) from the code. I think their reasoning was that (at that slenderness ratio) you'd wind up with such a ridiculously uneconomic design with Cold Form that there was no reason to include it.
 
You can still find the kl/r≤200 recommendation in AISI S100-16C. I stress recommendation because if we're talking about a member with, say, a kl/r of 205 that is seeing extremely low compression stress and no bending, I'd probably run with it.

Judgement-In-Training
 
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