Eif

0.50g< Sds

Da

Da

Da

a Seismic Use Group I and II structures located on sites with mapped maximum considered earthquake spectral response acceleration at 1 s period, Si, equal to or greater than 0.75g shall be assigned to Seismic Design Category E and Seismic Use Group III structures located on such sites shall be assigned to Seismic Design Category F.

a Seismic Use Group I and II structures located on sites with mapped maximum considered earthquake spectral response acceleration at 1 s period, Si, equal to or greater than 0.75g shall be assigned to Seismic Design Category E and Seismic Use Group III structures located on such sites shall be assigned to Seismic Design Category F.

TABLE 19.7 Categorization of Structures into Seismic Design Category, Based on Design One-Second Period Spectral Response Acceleration, SD1 and Seismic Use Group
0 0

Post a comment