Hi.

I have a question about the use of seismic loading in PVElite.

I’m using the G-Loading Seismic Design Code and I have the maximum accelerations of the equipment with gravity effects Ax(g), Ay(g) and Az(g).

So, my doubt is: to input the Gx, Gy and Gz, should I have to divide Ax(g), Ay(g) and Az(g) to the gravity acceleration (g = 9,806m/s²) or just input them just the way they are informed?

Regards,

Guilherme