RE: Foundation wall shear.[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: Foundation wall shear.
- From: Alfonso S Quilala <aquilala(--nospam--at)taylorgaines.com>
- Date: Fri, 2 Mar 2001 18:19:34 -0800
I will use the unity equation,
----- + ----- < 1
Alfonso S. Quilala Jr., P.E.
From: Mark Miller [mailto:milm(--nospam--at)exchange.chemeketa.edu]
Sent: Friday, March 02, 2001 3:19 PM
Subject: Foundation wall shear.
I am looking at designing a foundation / basement wall that will be
loaded with shear in both the in plane direction (using it as a
shear wall) and in the out of plane direction (from the soil pressure).
I can calculate the shear load / stress in both directions, but how do I
resolve these because they could act simultaneously?
Am I thinking of this right, or am I making this too hard?
Mark Miller, P.E.
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