Hello Everyone,

I am having a hardtime in obtaining g's for seismic loading in caesar input. can anybody please give me some thoughts on how/where to collect data regarding this informations?

my s/v gave me only the horizontal sole acceleration = 0.62m/s2.

this would greatly be appreciated. thanks.

>>> obtained from ubc code, i have used Fp=(((0.4(ap)(Sds)(Wp))/((Rp)(Ip)))*(1+2(z/h))

Fp=0.32Wp, hereby used 0.32 as g, where, Sds(design spectral acceleration)= 0.6 (horizontal sole accleleration)

I hope I am doing the right thing? please advice. thanks again.