aci 350.3 hydrodynamic loading and the 2006 ibc level earth
 

aci 350.3 hydrodynamic loading and the 2006 ibc level earth
the most current edition of aci 350.3 is written based on a ubc level of earth quake, 10% in 50 years. the 2006 ibc code is written for an eq occurance of 2% in 50 years.
does anyone know how to modifiy or use the current aci 350.3 guidelines for hydrodynamic loading with the 2006 ibc