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Calculation of Av in API 65 and PIP STE0320

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We are designing some tank foundationss as per API 650 and PIP standrad STE0320 May 2005- Guidelines for Tank Foundation Designs.
How to calculate Av which is the maximum vertical seismic acceleration mentioned in STE0320?. Is it Av=0.2SDS x density of liquid?.
Thanks in advance for any feedback.