WEBINAR: Application of Auto Seismic Loading in ETABS

[@shahkar_alam]

thanks for delivering a wonderful webinar, it's helpful to new learner of etabs.

[@petersaad5707]

1 diaphram to all shells??! i use for similiar shells a diaphram
And about sesimic i define in x and y direction so i choose x+ecc,y+ecc and it doesn't run earth quakes
This diaphram for shell only if i have a floor don't contain slab so i assign to it a joint diaphram is that wrong ?!

[@mukundkrishna5161]

so if i have 2 basements what shoudl be my bottom most story level? In video it is given as base but with 2 basements should I go with plinth level? or the level at which my 1st slabstarts i.e basement 1?

[@In-Equilibrium184]

These webinars are really helpful.

[@redvillaluz5785]

Hello, can we have a copy of the files(pdf) presented in this webinar and also the first webinar? Thanks

[@neilmanansala1157]

Question, why is UBC 97 code not in ETABS v18?

[@rahmanqazi2772]

Thank you very much for these webinar series.

[@tyagishoaib3980]

WHY WE CHECK THE PARTICIPATION MASSES RATIO

[@longmengleang4590]

Very Good

[@mdtariqulislam2795]

is ti steel structure ?

[@shefamirarasy2387]

Thank you