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Re: Bar Joists parallel to masonry walls

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Deformed Bar Anchor. It is weldable rebar with a pointed end on it so that can be welded with a fusion weld similar to a headed stud. But again, the alloy is such that it is low carbon and can be welded with stick electrode. It is often easier to get than weldable rebar.

Regards,
Harold Sprague


From: "Gary Hodgson & Associates" <ghodgson(--nospam--at)vaxxine.com>
Reply-To: <seaint(--nospam--at)seaint.org>
To: <seaint(--nospam--at)seaint.org>
Subject: Re: Bar Joists parallel to masonry walls
Date: Wed, 18 Aug 2004 07:35:43 -0400

Harold
What is a DBA?
Gary

On 17 Aug 2004 at 17:20, Harold Sprague wrote:

> Your interpretation is correct.  And you can use headed studs or
> DBA's.
>
> Regards,
> Harold Sprague
>
>
> >From: Scott Maxwell <smaxwell(--nospam--at)engin.umich.edu>
> >Reply-To: <seaint(--nospam--at)seaint.org>
> >To: seaint(--nospam--at)seaint.org
> >Subject: Re: Bar Joists parallel to masonry walls
> >Date: Tue, 17 Aug 2004 01:40:33 -0400 (EDT)
> >
> >Joe:
> >
> >My understanding (and Harold can correct me if I am wrong) is that he
> >is placing the WT on its "side" (the top of the flange will be
> >vertical along the inside face of the masonry wall creating an 8"
> >tall by however wide the WT is vertical piece of plate to weld the
> >angle to and the web is vertical and "slides" through the vertical
> >[head] joint between two masonry blocks...the web then has DBA's
> >welded to it that "hold" the whole thing in the masonry wall).  I
> >would assume that he repeats this at some set distance (I would
> >assume every several feet, depending on loading), which he did not
> >specify even in general terms.  His intent is that he then has a
> >vertical weld plate every several feet that a continuous angle can be
> >welded to (at the desired elevation) to support the deck and act as a
> >diaphragm chord.
> >
> >And I don't see why it would not work for 8" or 10" or 12" walls
> >(assuming that I understand correctly)...they will typically all be
> >using 8" tall blocks.  Could even work for 6" or maybe even 4" walls
> >other than the core may not be big enough to allow for room for the
> >DBAs.
> >
> >Regards,
> >
> >Scott
> >Adrian, MI
> >
> >
> >
> >On Mon, 16 Aug 2004 Jnapd(--nospam--at)aol.com wrote:
> >
> > > Harold:
> > >
> > > DO you use this WT in 8 or 12 " walls ?
> > > Is the flange face up as a "T" in section and does the flange get
> > > in the
> >way
> > > of the next course ?
> > >
> > > Joe Venuti
> > > Johnson & Nielsen Associates
> > > Palm Springs,  CA
> > >
> >
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