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Re: Steel joist designation

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Roger,

I appreciate the information. It should do nicely (a roofing contractor
wants to know if he can re-roof over the existing roof). Thank you again.

Domenic

----- Original Message -----
From: "Roger Turk" <73527.1356(--nospam--at)compuserve.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Monday, October 09, 2000 4:59 PM
Subject: Re: Steel joist designation


> Domenic,
>
> Joist weight of 38+/- #/ft included in capacity.
>
> For Roof Loading only:
>
> Clear span     Capacity
>
>   54 ft           486 #/ft
>   55 ft           471 #/ft
>
> Maximum end reaction:  13,470#
>
> Top chord pitch 1/8"/ft or less, otherwise table values don't apply.
>
> Hope this helps.
>
> A. Roger Turk, P.E.(Structural)
> Tucson, Arizona
>
> Domenic DeAngelo wrote:
>
> >>Roger,
>
> My joists span 54'-6", which appears to fall within the range noted on
your
> post. Do you have any information concerning the capacity of the joists?
Any
> help would be appreciated.
>
> Thanks in advance,
>
> Domenic
>
> ----- Original Message -----
> From: "Roger Turk" <73527.1356(--nospam--at)compuserve.com>
> To: <seaint(--nospam--at)seaint.org>
> Sent: Monday, October 09, 2000 3:12 PM
> Subject: Re: Steel joist designation
>
>
> > Domenic,
> >
> > There is a longspan joist from 1953 designated 32L14, (32 inches deep,
> clear
> > spans 49 - 64 feet).  Could this be your joist?
> >
> > A. Roger Turk, P.E.(Structural)
> > Tucson, Arizona<<
>