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Cold formed sections

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Dear members,

Please advise in which areas coldformed sections should be used for
constructions.
Are there any restrictions where it should not be used.

Does small thicknesses affect the overall life of the structure.

Are there any software programs that can be used for the design of
cold formed section for structural purposes. Can any body send me one. 

Anil kumar
ak001_57(--nospam--at)yahoo.com



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