Ben,

I believe if you carefully review the TIA to -13, #22-8, it now uses the value of Sds to figure up the eventual Cp value.  You simply multiply the Sds by 0.754 to get the Cp.  13 no longer refers to the Ss value.

As I am a current member of the hanging and bracing committee, please see the disclaimer below.

sincerely.
Ken Wagoner, SET
Parsley Consulting
500 West Mechanic Street
Harrisonville, Missouri 64701-2235

Phone: (760) 745-6181
Visit the website

IMPORTANT NOTICE: This correspondence is not a Formal Interpretation issued pursuant to NFPA Regulations. Any opinion expressed is the personal opinion of the author and does not necessarily represent the official position of the NFPA or its Technical Committees. In addition, this correspondence is neither intended, nor should it be relied upon, to provide professional consultation or services. It should be noted that the above is my opinion as a member of the NFPA Automatic Sprinkler System Hanging and Bracing Committee and the Hanging and Bracing for Fire Suppression Systems Committee in accordance with the NFPA Regulations Governing Committee Projects and should therefore not be considered, nor relied upon, as the official position of the NFPA or its Committees   On 5/1/2024 11:03 AM, Ben Young wrote:
Does anyone know where I can find seismic data, specifically for Guatemala?

I found FM Global 2-1 and its maps give you the 50 year zone, which gives Sd1 and Sds, but I need Ss for doing the seismic braces.

Don't know how to get from Sd1 and Sds to Ss though, if that's even possible.

Any pointers in the right direction would be appreciated.

Thanks,


Benjamin Young

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