Lect:10-Flexibility Matrix Method

This video presents analysis of continuous beams using Flexibility Matrix Method

Пікірлер: 7

  • @manojkaturde1222
    @manojkaturde12228 ай бұрын

    Nice lecture

  • @mohsinalikhan6417
    @mohsinalikhan64172 жыл бұрын

    Great really helpfull

  • @structuralanalysis2790
    @structuralanalysis27903 жыл бұрын

    Any email Dr, I do have a true Matrix solution, thanks.

  • @dr.a.s.sayyad1465

    @dr.a.s.sayyad1465

    3 жыл бұрын

    My email attu_sayyad@yahoo.co.in

  • @search9657
    @search96572 жыл бұрын

    Here fixed beam=3 Roller=1 Roller=1 --------------- Total=5 So Dsi= 2

  • @dr.a.s.sayyad1465

    @dr.a.s.sayyad1465

    2 жыл бұрын

    Yes. Also, We can neglect horizontal reactions in case of beam because of no horizontal loads. Therefore it will be 4-2=2. In this case equations of equilibrium are only 2 (FY and Moment).

  • @search9657

    @search9657

    2 жыл бұрын

    @@dr.a.s.sayyad1465 this example also calculate with Mm1/EI,Mm2/EI This method easy