Once again I'm sure I'm missing something and I certainly am not
recommending this practice since I have no basis on which to do so,
but...if steel has the same thermal co-efficient as concrete there
should be no issue with expansion/contraction, and since we're always
trying to tighten the pipe to the building so they both move together
the only problem I can see is at seismic joints not properly
addressed. Somebody show me my ignorance.

On Tue, Dec 16, 2008 at 7:03 AM, Todd Williams <[email protected]> wrote:
> Bad and potentially ugly. I have too many scenarios in my head to organize
> or put down on what could happen. If there is any possibility of building
> movement, it could ba a horror show. The old WTC used to flex 10 ft in the
> wind at the top floor (designed in). Just my thoughts.......
>
>
> At 09:44 AM 12/16/2008, you wrote:
>>
>> We have a proposal to install sprinkler pipe within a poured concrete
>> floor/ceiling.   Has anyone dealt with this or done it themselves?  Good,
>> bad or ugly.
>>
>> Thanks,
>>
>> Rich Richardson
>> Seattle Fire Department
>>
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>
> Todd G. Williams, PE
> Fire Protection Design/Consulting
> Stonington, Connecticut
> www.fpdc.com
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-- 
Ron Greenman
at home....
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