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Re: Redundancy Factor (applicable to seismic and wind?)

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See equation 30-1, page 2-13 of the 97 UBC.  Rho is worked into the definition of
the value of E in this equation but is not used in anything else that I know of.
Rho is not actually part of a typical load combination (as in 1612), just part of
the definition of E given in 1630.  Because of the Rho, and Ev as defined in
1630.1.1, the value of E is not synonymous with the base shear V given in 1630.2, it
is a mini-load combination with V worked in as Eh.

Paul Crocker

"Robert J Bossi, PE" wrote:

> Seaintonln(--nospam--at) wrote:
> > Where in the code or commentary does it restrict Rho to seismic only?
> > Dennis
> >
> Dennis Rho is in the Division Iv - Earthquake Design and thus applies to seismic
> loading only.