Design of Gantry Girder Example Problem ( Part II )

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  • Опубликовано: 17 окт 2024
  • Design of Gantry Girder (Part II)
    Please follow this video in conjuncture with
    1. Design of gantry girder ( Part I)
    • Design of Gantry Girde...
    2. Introduction to gantry girder
    • Introduction to Gantry...
    3. BASICS OF INDETERMINACY AND IT'S CALCULATION
    • ELEMENTS OF STRUCTURAL...
    Problem has been solved using limit state method giving all the references of IS 800 2007
    Please feel free to ask any question in the comment box. Do subscribe the channel and like the video

Комментарии • 20

  • @mk-rf9iu
    @mk-rf9iu 2 года назад +2

    Dr Sanjoy, thank you very much. I am on my first real independent project and your videos have been very helpful!

  • @SouvikCivil
    @SouvikCivil Месяц назад +1

    sir i am also from jadavpur university , civil final year, 7th semester

    • @alokgiri4190
      @alokgiri4190 25 дней назад +1

      Bhai sesh hoye gelo pora

    • @SouvikCivil
      @SouvikCivil 25 дней назад

      @@alokgiri4190 naa
      utube notes are not matching with the class note. brother....

  • @vasanthkumar-rt8po
    @vasanthkumar-rt8po Год назад

    Sir how to design main bridge girder of the EOT crane.

  • @RakeshKumar-ef4ko
    @RakeshKumar-ef4ko Год назад

    Hi sir
    Is zpz1 value is correct

  • @RakeshKumar-ef4ko
    @RakeshKumar-ef4ko Год назад

    Hi sirr..
    Thanks a lot for this video sir
    Calculation of CG and MI step is confusing sir

  • @niheethpattan
    @niheethpattan 4 года назад

    Sir...how did you get 168.9 as interpolation result in step 8 (buckling resistance check)

  • @bjeevan1243
    @bjeevan1243 4 года назад +1

    From where did we get Ixx value in Elastic section modulus calculation sir

    • @dr.sanjoydasneogi2964
      @dr.sanjoydasneogi2964  4 года назад

      ALL THE VAUE OF IXX TAKEN FROM SP 6(1). ELASTIC SECTION MODULUS =Ixx/Ymax

  • @RakeshKumar-ef4ko
    @RakeshKumar-ef4ko Год назад

    Zpz1 value is 737.9x16^6

  • @Podh123
    @Podh123 4 года назад

    Sir quite useful for me once again. Helpful recap for me. Thank you.

  • @c.lashmipathy8231
    @c.lashmipathy8231 4 года назад

    Kindly clarify my doubt i.e in step -7 check for moment capacity there is why multiple by 10^-6 with Fy...(yield strength)

    • @dr.sanjoydasneogi2964
      @dr.sanjoydasneogi2964  4 года назад

      The moment calculated is in kN m . when you have check it for converting it to N mm we have to multiply it bu 10^6

  • @arnabendubhowmick5930
    @arnabendubhowmick5930 4 года назад

    Thank you...Sir.
    Jadi Structural Analysis and Manual RC construction design start koren..

  • @indranilchowdhury1826
    @indranilchowdhury1826 4 года назад

    Audio not clear