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RE: Design of Hollow Pipe in Bending

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Sorry for the pipe/pile mixup  - it meant PIPE!

It is a thin walled circular section, carrying water
but not pressurized - size about 6' dia, thickness
about 1/2".  




--- Bill Polhemus <bill(--nospam--at)polhemus.cc> wrote:
> Your SUBJECT: line said "Hollow Pipe" but you ask
> about a "Hollow Pile" in
> the body of your message. Which is it?
> 
> If it is the former, do you mean as a structural
> member? Or do you mean a
> PRESSURIZED pipe (i.e. carrying fluids of some
> sort?)
> 
> The difference can be major.
> 
> For a pipe as a structural member, use the new AISC
> LRFD Third Edition spec.
> Alternatively, use the design specification
> contained in the Hollow
> Structural Sections (HSS) Connections Manual ("The
> Black Book").
> 
> -----Original Message-----
> From: J. K. [mailto:structure_r_us(--nospam--at)yahoo.com]
> Sent: Friday, October 26, 2001 6:06 PM
> To: seaint(--nospam--at)seaint.org
> Subject: Design of Hollow Pipe in Bending
> 
> 
> Any good reference for designing a hollow pile
> subjected to bending?
> 
> 
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