Based on ASCE 7-16 Table 11.6-1 and the provided flowchart, what is the Seismic Design Category (SDC) for a Risk Category II structure where the short period design spectral response acceleration (Sds) is determined to be 0.55g?
Based on ASCE 7-16 Table 11.6-1 and the provided flowchart, what is the Seismic Design Category (SDC) for a Risk Category II structure where the short period design spectral response acceleration (Sds) is determined to be 0.55g?