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Minimum tank length for calculating Hydrodynamic forces (ACI 350.3)
I am designing a below grade concrete reservoir approx 70' x 68' x 20'. The reservoir has been divided into 4 cells of 16' x 68'x 20' using baffle walls. Is there a minimum dimension recommended in the code for which we do not have to the calculate hydrodynamic forces as per ACI 350.3 ? I am...- Drum1979
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- Replies: 5
- Forum: Structural engineering general discussion
