Problem 8 Analyse Frame By Force Method / Flexibility Method [ FRAME ]

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  • Опубликовано: 22 дек 2024

Комментарии • 11

  • @ojasveeparihar5564
    @ojasveeparihar5564 2 года назад +1

    Nice explanation sir.. good job✨👌👍

  • @KajalKumari-wh4oc
    @KajalKumari-wh4oc Год назад

    Sir axial deformation shirf beam me he remove karya ga OR frame ke case me nahi karya ga??????

  • @aparna603
    @aparna603 Год назад

    Sir moment due to horizontal force 9.96kN at B will be positive right since it will be directed upwards? I don't understand how you took it as negative!! Could you please clarify?

  • @anandshukla2449
    @anandshukla2449 5 лет назад +1

    Nice method sir
    Please make a video on kani's method .... because exam is near

  • @68_indrajeetupadhyay70
    @68_indrajeetupadhyay70 4 года назад

    THANK YOU SO MUCH SIR

  • @ImrojImtiazAnan
    @ImrojImtiazAnan Месяц назад

    sir are u sure of this?? how this BMD can be this shaped while having udl on beam AB??

  • @lokeshvardhan7704
    @lokeshvardhan7704 4 года назад

    The horizontal arrow for the simply supported end should be the opposite side isn't it?

  • @BaraiEnt
    @BaraiEnt 5 лет назад

    Vvvvnice sir

  • @learners3481
    @learners3481 4 года назад

    Bro flexibility method se. Frame ka rotation and settel wala problem kara dete to bahut bahut mehrabani hota🙏🙏🙏🙏🙏🙏plzzz bro

  • @aminullah3709
    @aminullah3709 4 года назад

    sir calculator gives dimentional error
    i have done all same as you instructed