Understanding Shear Design Results of Columns in ETABS (IS 456:2000 + IS 13920:2016)

This is the second part of our lecture series on Understanding ETABS Design Results.

Пікірлер: 7

  • @shareqinamdar8903
    @shareqinamdar8903 Жыл бұрын

    Very good series on explaining the ETABS results. Kindly continue and explain for other structural elements as well

  • @hcStructuralDesigns
    @hcStructuralDesignsАй бұрын

    please explain the same for ordinary

  • @radheshah3363
    @radheshah336316 күн бұрын

    How ast 0.822 is calculated in etabs? Time Frame 22.23 min

  • @binayaksamanta863
    @binayaksamanta863 Жыл бұрын

    Upload more advance topic related videos on Etabs. Thank you

  • @shaileshbisht2758
    @shaileshbisht2758 Жыл бұрын

    Is there any course for high rise building sir

  • @nitinsingh3551
    @nitinsingh3551 Жыл бұрын

    Reinforcement in columns is quite high in Etabs but for the same building and loading condition Staad pro showing Quite less. I think some problem may exist can you please check. Please Share your email id.

  • @islahuddin2249

    @islahuddin2249

    Жыл бұрын

    choose your frame to be "non sway" then compare the results.

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