Hello!
in Etabs V19, they have removed UBC-97 optino. however, in ETABS V19, they have retained UBC-97
the question is, while using the Design in Pakistan following BCP-2021. in ETABS for Seismic type in load pattern option, should we select UBC-97 or ASCE 7-16 ?
If ASCE 7-16, how to use the values for Ss and S1?
Thanks