From: Edward Arrington <Earringt(--nospam--at)ENG.CI.LA.CA.US>
Date: Wed, 02 Feb 2000 08:33:41 -0800
The relevant code sections is 1629.1, "Basis for Design", bottom of pg.
Basically, you may use ASD, with load combinations of 1612.3
>>> "Javier Encinas" <jencinas(--nospam--at)coqui.net> 02/02/00 07:44AM >>>
Per UBC 1630.8, "every structure shall be designed to resist the overturning
effects.... See Section 1612 for combining gravity and seismic forces".
Do you use the Strength Design combinations or the Allowable Stress Design
combinations? Is overturning dependent of the design method, or is it a
serviceability issue and therefore the service combinations should be used?
ASDIP Structural Software