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RE: Site Accelerations

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Larry,

Copy & paste from USGS site.  Pl. see below.

User–Specified Input
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 33.984°N, 117.354°W
Site Soil Classification Site Class D – “Stiff Soil”
Risk Category I/II/III

USGS–Provided Output

SS =    1.500 g SMS =   1.500 g SDS =   1.000 g
S1 =    0.600 g SM1 =   0.900 g SD1 =   0.600 g
For information on how the SS and S1 values above have been calculated from 
 probabilistic (risk-targeted) and deterministic ground motions in the 
direction of maximum horizontal response, please return to the application 
and select the “2009 NEHRP” building code reference document.

MCE_R Response Spectrum (1) Design Response Spectrum (0)

Ravi Vasu, P.E.

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of lrhauer(--nospam--at)earthlink.net Sent: Thursday, October 09, 2014 10:42 AM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: [SEAINT-SEAOSC] Site Accelerations

To Anyone,

I am having trouble with the USGS  website. Am trying to find the output, 
particularly the "Sds" for the following:

1995 3rd. Street
Riverside, Calif. 92507

Lat:33.984
Long: -117.354

Site Class "D", Catagory II, ASCE 7-10

Thanks in advance,

Lary Hauer, S.E.

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