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RE: Dynamics Question

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Notice that 1629.5.3  says scale up to the specified % of the equivalent
static base shear.

> ----------
> From: 	Tarek(--nospam--at)deltanet.com[SMTP:Tarek(--nospam--at)deltanet.com]
> Sent: 	Wednesday, October 29, 1997 7:56 AM
> To: 	seaoc(--nospam--at)seaoc.org
> Subject: 	RE:Dynamics Question
> 
> 
> I see some books dividing the seismic forces (produced by dynamic
> analysis)
> by Rw. UBC section 1629.2.4.3 allows this division only for soils type
> S4.
> Should one scale dynamic forces according to 1629.5.3 without
> involving
> the Rw factor for buildings on soils S1,S2,&S3 ?
> 
> Tarek Mokhtar
> consulting engineer
> 
> 
> 
> 
>