Staad.Pro - Seismic loads by response spectra

Hi, I need help defining seismic loads by using the response spectra line graph.  I add seismic periods and accelerations in the 'Load Case Details' section (attached image). I did not use the 'Definitions' section to consider seismic. My question is how to add loads to gather seismic loads in load case 12. I have used repeat load. Is this approach correct?