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RE: Open Web/LH Steel Joist Splices

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While I guess you COULD do it, it doesn't reall sound like a good idea AT
ALL.

Just my $0.02 worth.

Dan

> -----Original Message-----
> From: Canitz, Charles F NAB02
> [mailto:Charles.F.Canitz(--nospam--at)nab02.usace.army.mil]
> Sent: Friday, August 04, 2000 3:18 PM
> To: 'seaint(--nospam--at)seaint.org'
> Subject: Open Web/LH Steel Joist Splices
>
>
> Regarding K and LH steel joists, has anyone been involved in
> a project where
> site access constraints required that the joists be
> fabricated/shipped in
> sections and erected with splice joints at the site? I know this is a
> frequent occurrence with steel beams, girders and trusses but
> have never
> seen a SJI specified joist fabricated and installed as such.
>
> Thanks,
> Charlie Canitz
>
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