WEBINAR: Application of Auto Seismic Loading in ETABS

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  • Опубликовано: 1 авг 2024
  • This webinar discusses the auto lateral load feature in ETABS. Examples will discuss topics including eccentricity ratios, seismic coefficients and factors.
    This video is a recording of the webinar that took place on June 27, 2019.
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Комментарии • 11

  • @In-Equilibrium184
    @In-Equilibrium184 5 лет назад +2

    These webinars are really helpful.

  • @rahmanqazi2772
    @rahmanqazi2772 3 года назад

    Thank you very much for these webinar series.

  • @shahkar_alam
    @shahkar_alam 5 лет назад +1

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

  • @shefamirarasy2387
    @shefamirarasy2387 5 лет назад

    Thank you

  • @mukundkrishna5161
    @mukundkrishna5161 2 года назад

    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?

  • @neilmanansala1157
    @neilmanansala1157 4 года назад

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

  • @redvillaluz5785
    @redvillaluz5785 5 лет назад

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

  • @petersaad5707
    @petersaad5707 5 лет назад

    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 ?!

  • @longmengleang4590
    @longmengleang4590 4 года назад

    Very Good

  • @tyagishoaib3980
    @tyagishoaib3980 4 года назад

    WHY WE CHECK THE PARTICIPATION MASSES RATIO

  • @mdtariqulislam2795
    @mdtariqulislam2795 5 лет назад

    is ti steel structure ?