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Nesgroup address: alt.building.construction - Date & Time for the message: 4 Sep 2005 06:48:47 -0700 /

Author of the message: "RicodJour"

Title of the message:
Re: can I use a collar tie in a concrete roof?

Text of the message:
Alaa Ali wrote:

> "RicodJour" <ricodjour@worldemail.com> wrote in message
>
> > Alaa Ali wrote:
> >> I have a concrete roof (40X20) where my client wants a vaulted ceiling.
> >> The
> >> ridge line is aprallel to the 40 ft. line
> >> Ridge beam has to span almost 40 feet. (no middle posts required).
> >> There is a 3 ft space between the ceiling and the roof.
> >> What would be the best solution to resist the thrust on the walls.
> >> One option is to use collar ties above the ceiling line?  I will design
> >> it
> >> to carry a tensile force equal to the thrust.  is this a good choice and
> >> is
> >> it correct?  Other options?
> >
> > There are a several ways to do it.  If you're asking about such large
> > spans and heavy construction and you're asking these questions on a
> > newsgroup, you're in over your head.  Time to bring in a professional.



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