How To Fix O/S In Columns? ETABS

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  • Опубликовано: 10 фев 2025
  • In this tutorial, I will point out one of the common problems in the design of
    concrete columns, which most designers are unaware of. Unbraced Length L-Ratio is very important in the discussion of column design and its lack of accuracy causes wrong column design. So join me in this video to learn this important point.
    If you enjoyed watching this tutorial, please like and comment it so it can be shown to more engineers and to support us.
    #ETABS#structuralEngineering#CivilEngineering
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    Tutorial : How ETABS Calculates Unbraced Length L-Ratio For Columns :
    • How ETABS Calculates U...

Комментарии • 6

  • @njamaldeen8049
    @njamaldeen8049 2 месяца назад

    wow , you are the best , thank you very much man

  • @xanzem
    @xanzem 9 месяцев назад

    I'm enjoying your channel. Thank you. I'll take my time checking it.

  • @rajathu3875
    @rajathu3875 5 месяцев назад

    Column pt showing 5percent . How to reduce? Ast ard 5000 so

  • @techgames2509
    @techgames2509 7 месяцев назад

    Those deformation in 3d is not showin in my 3d columb and beam

    • @MrEngineerO
      @MrEngineerO  7 месяцев назад +1

      thank you for your attention
      there is so many reasons
      check your Model and material and load cases