Hello to everybody,

I am using the dynamic module of CAESAR II for a seismic analysis based on response spectra method.
I have three spectrum load cases corresponding to the three principal directions of the system, each one composed by the combination 100-40-40 of base spectra.
In order to check the compliance of acceleration experienced by valves present in the analysed system, I need to know the accelerations in the three directions corresponding to the analysed spectrum load cases, but in the program output it is not available the acceleration output report.

Can someone help me to figure out a solution of this problem?

Thanks in advance.

P72