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Fwd: Re: Dead Load On Shear Walls

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-----Original Message-----
From:	Joe McCormick [SMTP:jmccormi(--nospam--at)dnc.net]
....so the question remains, how much of the cross wall DL can one =
reasonably count on?

[Dennis S. Wish PE]  If it were up to me, I would not consider the wall, =
opting for the more conservative approach. However, this was not what =
was asked.
Joe, you have a point, but if the load is co-planer than It would still =
have to be considered in the same manner as a beam resting on the wall. =
The issue of the failure of the holddown at the compression chord is =
probably correct, but is only a guess without testing.
I think we would agree, therefore, that the conservative approach would =
be best here.

Dennis

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From: "Dennis S. Wish PE" <wish(--nospam--at)cyberg8t.com>
To: "'seaoc(--nospam--at)seaoc.org'" <seaoc(--nospam--at)seaoc.org>
Subject: RE: Dead Load On Shear Walls
Date: Thu, 3 Apr 1997 14:03:54 -0800
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