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Fwd: Re: Dead Load On Shear Walls

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It seems to me that if the connection is positivly made between the =
crosswall and the shearwall to transfer the gravity load, then the =
capacity to resist uplift would be restricted to 0.85 times the =
resisting load for wind and 1.0 for seismic. The resistance to uplift =
would be simply determined by statics.
The only problem is detailing the connection of the crosswall to the =
shearwall to insure that resisting load is acting on the wall. Although =
this seems easy enough, I would suggest that this connection be included =
in your structural observation to insure that it is done correctly.

Dennis Wish PE

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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: Tue, 1 Apr 1997 13:26:41 -0800
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