Earthquake Resistant Design-Base Shear and Overturning Moment Check | ETABS | ilustraca | Sandip Deb

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  • Опубліковано 11 січ 2025

КОМЕНТАРІ • 14

  • @ravishankar.p5542
    @ravishankar.p5542 11 місяців тому

    well explained sir informative thanks

  • @ahsanhabib8171
    @ahsanhabib8171 2 роки тому +1

    Good work 👍

  • @supratimhore2972
    @supratimhore2972 2 роки тому +1

    Super

  • @mahendraaandkaanchanpatil1489
    @mahendraaandkaanchanpatil1489 2 роки тому +1

    Sir in staad how we can define tapered cantilever concrete beam? Please explain

    • @ilustraca
      @ilustraca  2 роки тому +1

      Video will come tonight on that same

    • @mahendraaandkaanchanpatil1489
      @mahendraaandkaanchanpatil1489 2 роки тому +1

      Thank you sir Actually I want to register for online classes for staad connection edition 🙏

    • @ilustraca
      @ilustraca  2 роки тому

      ua-cam.com/video/aw_SrBaRV1w/v-deo.html

  • @sarfarazshaikh7334
    @sarfarazshaikh7334 2 роки тому

    Sir where are located If I want to learn directly?

  • @shubhamsarkar4282
    @shubhamsarkar4282 2 роки тому

    Sir . I have a Question. If a rectangular column contact with beam in three different directions how should I model this on etabs... Should i used link if the beam is actually eccentric in column

    • @ilustraca
      @ilustraca  2 роки тому

      If the eccentricity to each beam is not that high then u can model the beam at column centre..otherwise connect the beam end wd column centre using rigid links..

  • @md.bayzeedhossain2923
    @md.bayzeedhossain2923 2 роки тому

    Please clear my one doubt about Response plot:
    Why lateral load in stroy & lateral load in diaphragm value is different for Eq load?

    • @ilustraca
      @ilustraca  2 роки тому +1

      If u assign separate diaphragms at each floor level then obviously the plot will show forces for individual diaphragm.. but story forces will be as usual... if u assign same diaphragm definition at all floor lvl then those will be will same as story force plot

    • @md.bayzeedhossain2923
      @md.bayzeedhossain2923 2 роки тому

      @@ilustraca i model a 10 story building...all floor have same diaphragm...just one floor have 2 diaphargm....then lateral force in stroy and lateral force in diaphragm are shown different value...why

  • @nahidmustneeded2714
    @nahidmustneeded2714 2 роки тому +2

    Boss