We've got a soils report that uses site specific procedures to calculate the seismic values. It looks like RAM uses Chp. 12 from ASCE 7-10. What is the best way to increase the seismic to what the soils report requires?
RAM is giving me values of Sds = 1.758, Sd1 = 0.859
Values from the soils report are as listed:
Ss = 2.637g
S1 = 0.991g
Site Class C Fa = 1.0 Fv = 1.3
Seismic Design Category E
Sms = 3.030g
Sm1 = 1.490g
Sds = 2.02g
Sd1 = 0.990g
MCEg PGA = 1.100g
