Ben Yousefi, SE
Santa Monica, CA
________________________________
From: Rand W Holtham [mailto:RHoltham@CBI.com]
Sent: Wed 5/30/2007 5:56 AM
To: seaint@seaint.org
Subject: Diagonal base shear UBC 97
In ASCE 7 a structure is to be analyzed with full base shear in one
orthogonal direction and 30% in the other orthogonal direction
simultaneously. Does the UBC-97 have a similar requirement?
TIA,
Rand
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