Analysis of Frames by Moment Distribution Method - Problem No 2 Analysis of T Frame )

Поделиться
HTML-код
  • Опубликовано: 7 ноя 2024

Комментарии • 26

  • @erwinsmith5038
    @erwinsmith5038 Год назад +5

    Sir, why use that formula for span BC? Isn't C pin support not fixed?

  • @dorothykane3321
    @dorothykane3321 Год назад +1

    All your videos were well explained in a very simplified form and a understandable procedure. 💯👌. I am now in a better position to do my structural analysis exam. You are the best!👑 Thankyou so much 🙏❤

  • @venkatreddypolapally2142
    @venkatreddypolapally2142 2 года назад

    Marvelous explanation, I think every student can understand perfectly.
    Sir, keep some videos on sway and nonsway frames.
    I think everybody will visit your videos on above examples by moment distribution method.

  • @walterope3832
    @walterope3832 2 года назад

    Very elaborate explanation, clarity of thoughts

  • @DukhuMia-dl8cu
    @DukhuMia-dl8cu 6 месяцев назад

    It is well presented and very helpfull.

  • @maythulinnhtet742
    @maythulinnhtet742 3 месяца назад

    Is there that shaded part in final B.M.D shows sign (+,-)?

  • @krupa-366
    @krupa-366 10 месяцев назад +1

    1:14 Sir the structure is unsymmetrical so sway will occurs naaaa

    • @Stanacademy
      @Stanacademy  10 месяцев назад +1

      Even the structure is not symmetrical, there can be no sway if there is a support in the beam to hold the structure from swaying. There is fixed support and also a hinged support in ths beam. They will not allow sway

  • @dorothykane3321
    @dorothykane3321 2 года назад

    Very helpful 👌🙏 Thanks alot 🙏

  • @andrewnettleton411
    @andrewnettleton411 5 месяцев назад

    what about Ax and Cx?

  • @PriyagopalDas-tl2dp
    @PriyagopalDas-tl2dp Год назад

    While taking moment about B in BC part, the length will be 3m instead of 2m in calculation of Rc

    • @Stanacademy
      @Stanacademy  Год назад

      Moment is taken about C. mistyped as B

  • @AmitDas-rd6xj
    @AmitDas-rd6xj Год назад

    What about sway?

  • @deborarose.k
    @deborarose.k 2 года назад

    This helped me so much ❤️❤️🙏🙏🙏

  • @ChicKnowledge
    @ChicKnowledge Год назад

    sir, is this sway or non sway type frame
    if this is non sway ,why ?
    sir please answer my question

    • @Stanacademy
      @Stanacademy  Год назад

      this is non sway type because the hinged support will not permit sway.

    • @ChicKnowledge
      @ChicKnowledge Год назад

      @@Stanacademy thank you so much sir🥰

  • @darshantm6201
    @darshantm6201 2 года назад

    Sir what if there is no fixed and overhanging beam is supported by hinged support, is it sway frame or non sway frame

    • @darshantm6201
      @darshantm6201 2 года назад

      Anyone knows the answer?

    • @Stanacademy
      @Stanacademy  2 года назад +2

      Could you please send me the figure of the question?

    • @darshantm6201
      @darshantm6201 2 года назад

      How do i send sir , I don't have your nu?

    • @Stanacademy
      @Stanacademy  2 года назад +2

      stankacademy@gmail.com

  • @bharathkrishnan5843
    @bharathkrishnan5843 Год назад

    thankyouuuuuu

  • @alexanderigasan8740
    @alexanderigasan8740 2 года назад

    Thanks!

  • @souvik.fingtore
    @souvik.fingtore 11 месяцев назад

    osm sir

  • @terminator19111
    @terminator19111 2 года назад

    always end distribution table in balance not in com.