Moment Connection : Origin, Fundamental and Design Aspect

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  • Опубликовано: 21 авг 2024
  • Watch this video to learn about :
    What is moment connection in steel design,
    How to design moment connection ,
    Type of moment connection,
    End plate moment connection,
    direct weld moment connection,
    Flange plate moment connection,
    Design of moment connection,
    Force flow in moment connection,

Комментарии • 32

  • @sothattheng8624
    @sothattheng8624 2 года назад

    Thanks for sharing! your VDO is very clear about the Moment Connection.

  • @jewelkhan847
    @jewelkhan847 Год назад +1

    Excellant. I a searching this type answer.

  • @nithishkumars26
    @nithishkumars26 2 года назад +1

    Super bro i expect more videos

    • @TonmoyMaity
      @TonmoyMaity  2 года назад

      Glad you like it...more to come

  • @prabhuking5623
    @prabhuking5623 2 года назад +1

    Very useful information.

  • @pallavisao9613
    @pallavisao9613 2 года назад

    Another great video ✌✌

  • @moviessongs8277
    @moviessongs8277 2 года назад

    Thanks a lot, wish your channel grow more and more

    • @TonmoyMaity
      @TonmoyMaity  2 года назад

      Thanks a lot for your support 🙂

  • @jorgecanalesbarrera7090
    @jorgecanalesbarrera7090 9 месяцев назад

    Excelente

  • @mhchow1727
    @mhchow1727 2 года назад

    LOVE YOUR VIDEOS

  • @musaburrehman1426
    @musaburrehman1426 8 месяцев назад

    Thanks

  • @user-qf1lh9hp5l
    @user-qf1lh9hp5l Год назад +1

    Sir, if moment is transfering to the column due to vertical load on the beam, then there is a chance of transfering the same moment to the base of the column and due to this column will try to come out from the base or foundation. Sir what provision should be given to held the column steady or in equilibrium. I'm more concern about the foundation.

  • @cprao5251
    @cprao5251 10 месяцев назад

    Tonmoy,pl explain by this mom.con. the beam becomes like both ends fxd beam.
    Due to this net moment on the beam reduce, so a beam of lower size can be selected for a given loading pattern nd span. Kindly state whether my understanding right or wrong

    • @TonmoyMaity
      @TonmoyMaity  10 месяцев назад

      Perfect understanding

  • @arkinimation6394
    @arkinimation6394 Год назад

    You don't need a stiffener plate at the column along the 2 flange of the beam?

    • @TonmoyMaity
      @TonmoyMaity  Год назад +1

      Depends on the thickness of web of column

    • @arkinimation6394
      @arkinimation6394 Год назад +1

      @@TonmoyMaity Adding a stiffener would make it stronger, don't you think so?

    • @TonmoyMaity
      @TonmoyMaity  Год назад +1

      @@arkinimation6394 definitely

  • @zhenduoyan8494
    @zhenduoyan8494 2 года назад

    SHJ😃

  • @9407168635
    @9407168635 4 месяца назад

    superb explanation

  • @9407168635
    @9407168635 4 месяца назад

    superb explanation