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RE: T.G.I. and lentils and rebarbs FLOOR JOISTS

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I once had a contactor request that I size a Parallelogram (Parallam) beam
for him, but I guess "technically" he was correct.

Albert J. Meyer, Jr., P.E.
Martin Engineering
238 North 22nd Street
Philadelphia PA 19103-1004
(215) 665-8570
(215) 561-5064 Fax


-----Original Message-----
From: Joe Stroud [mailto:jpstroud(--nospam--at)tjcross.com]
Sent: Wednesday, July 31, 2002 5:59 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: T.G.I. and lentils and rebarbs FLOOR JOISTS


Let's not forget all those "mason-nary" walls we like to design.

Regards,

Joe Stroud, P.E.
T. J. Cross Engineers

-----Original Message-----
From: Davis Parsons [mailto:dparsons(--nospam--at)msc-engineers.com]
Sent: Wednesday, July 31, 2002 2:50 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: T.G.I. and lentils and rebarbs FLOOR JOISTS


>From talking to a detailer, I learned that be-ams connect to colyums and
support joisties.

Peieng5590(--nospam--at)aol.com wrote:

> T.G.I.'s are on my list of "heard it wrong" They are on the shelf beside
the lentils, rebarbs, footers(yes it is footing not footer), colyums, cement
and the like.  Does anyone else have some good ones?
>
> Jeff Fertich, P.E.
> Gettysburb, PA
>

--
Davis G. Parsons II, PE RA AEI
Fort Worth, Texas



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