huangyhg

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

__________________
借用达朗贝尔的名言：前进吧，你会得到信心!
[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]