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Seismic for Liq Containing Tank - Need example

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Structures33

Structural
Feb 22, 2007
111
Hey all - I have developed a spreadsheet to come up with all the design values in ACI 350.3-06 but having never used this reference before, I don't know if everything is working as it should. Does anyone have a design worked out (using ACI 350.3-06) that you would be willing to share with me? What I'd like to do is input the design parameters in the spreadsheet and see if it is producing all the correct values.
Thanks!
 
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I'm willing to give the spreadsheet to anyone who can assist... thanks
 
I think API 650 deals with the same issues and I've seen examples but don't have any on hand.
 
While API-650 may be similar in approach, it's unlikely to produce the same numbers for various reasons. This stuff gets codified by committees and different committees = different code.
 
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