Vertical Seismic Load Effect per ASCE 7-16 §12.4.2.2
Symbols
SDS = Short period design spectral acceleration coefficient
Sav = Design vertical response spectral acceleration
D = Dead load
Ev = Vertical seismic load
Eh = Horizontal seismic load effect
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Vertical Seismic Load Effect
The vertical seismic load effect, Ev, is determined in according to Eq. (12.4-4a) for buildings that are seismic design categories A and B.
The vertical seismic load effect, Ev, is determined in according to Eq. (12.4-4b) for buildings that are seismic design categories C, D, E and F.
The vertical seismic load effect can be taken as zero for either of the following conditions:
Structures assigned to Seismic Design Category B.
In Eq. (12.4-2), where determining demands on the soil–structure interface of foundations.
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