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Re: Steel Tanks: Calculating Sloshing Forces

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Aswin Rangaswamy wrote:
> 
> Hello:
> 
> In a designing a circular steel tank with a supported roof (rafters
> supported on a column at the center), there is a mention in the API and AWWA
> to take into account the forces from the sloshing of the liquid on the
> column.  But there is no mention of how to calculate these forces.
> 
> Does anybody have any kind of reference on this materail?
> 
> Thanks
> 
> Aswin
> 
Dear Aswin,
Navfac P-355, chapter 11, Structures other than buildings, I think will
help. Thanks.

Regards,

Celso