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API 650 Appendix E, SP factor

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juanq

juanq

Mechanical
Joined
Jul 20, 2001
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8
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VE
Can somebody tell me how can I determine the SP parameter (Design Level peak ground acceleration parameter for sites not addressed by ASCE methods)?
Thanks
 
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Local building codes, local structural engineers? Where at, specifically?
 
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Hi JStephen,
This is for a tank to be constructed in Venezuela
 
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Refer API 650 , clause E4.9.1, included with Addendum 4.

Cheers,

gr2vessels
 
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