ETABS Software AutoMeshing
ETABS Software AutoMeshing
(OP)
Does automeshing a plate affect the "W" used in calculating the earthquake lateral loads? When I'm automeshing the "W" is reduced.
I'm not sure whether I'm doing something wrong or whether there is a bug in the software?
Can anybobody help?
I'm not sure whether I'm doing something wrong or whether there is a bug in the software?
Can anybobody help?





