Export ETABS Response Spectrum Analysis Result to SAFE

[Ericnixau]

Hi,

Is there a practical way to export Response Spectrum Analysis result from ETABS to SAFE for footing design?
Do we always need to use Equivalent Static Load result instead?
Or can we say read the story shear from Response Spectrum Analysis, then apply these loads as "static lateral load case" at centre of mass on each level, then use the analysis result for importing to SAFE?

Please advise and thank you