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Welded Steel Tanks - Seismic Design

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  I am designing the foundation for a welded steel tank for water storage. 
I have the API STD 650, Welded Steel Tanks for Oil Storage, API, but  I do
not have D100, Welded Steel Tanks for Water Storage, AWWA.  Has anyone
compared the analysis methods between the two standards?  Would API 650 be
good for a preliminary design?

Thanks in advance for any info,

Glenn Otto