Hi
@Artur.Kosakowski , @Rafal.Gaweda
Does robot check/ calculate development and splice of reinforcement automatically in case of seismic tension and non- seismic tension ?
Does robot check vertical and horizontal irregularity according to specific code like STAAD ?
As i can see results data to verify some seismic issue are limited comparing to ETab ?
If i set small distance between bar (3 cm ) which it doesn't meet the code requirements for slab or column robot doesn't give me any warning ? what about verification algorithms regarding to this issue ?
what's the best assumption to model corpel ?
what's the best way to model coupling beam ?
