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:Parsley Consulting
500 West Mechanic Street
Harrisonville, Missouri 64701-2235
Phone: (760) 745-6181
Visit the website
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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