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1816.2.1 Peak ground acceleration.
Peak ground acceleration shall be determined based on either (i) a site-specific study taking into account soil amplification effects as specified in Section 11.4.8 of ASCE 7 or (ii) the Maximum Considered Geometric Mean peak ground acceleration adjusted for site class effects PGA M as provided in Table 1816.2.1 without adjustment for targeted risk.
Table 1816.2.1
Values of Maximum Considered Earthquake Geometric Mean (MCEG) Peak Ground Accelerations Adjusted for Site Class Effects, PGAM
 
Site Class
PGAM(g)
A
0.15
B (m)
0.17
B (un-m)
0.18
C
0.22
D
0.26
E
0.36
 

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