Lecture 115 :FLEXIBILITY METHOD - DIRECT APPROACH - Continuous Beams (SI=2): Dr.P.Perumal, PSG iTech

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  • Опубликовано: 2 янв 2025

Комментарии • 9

  • @royalneerajjoshi5635
    @royalneerajjoshi5635 4 года назад

    Thnks sir for these lectures.....provide lecture on stiffness matrix also sir....thnks for support...❤

    • @dr.perumalcivil7644
      @dr.perumalcivil7644  4 года назад

      Thank you, Dear Royal Neeraj. After completing Flexibility method, Stiffness method will be continued. By chance, if you can get our book "Structural Analysis Volume 3" from Laxmi Publications, New Delhi you can try that book. Thank you again, Neeraj.

    • @royalneerajjoshi5635
      @royalneerajjoshi5635 4 года назад

      Sir all lecture 1 to 20 are not uploaded......how can I watch them..?

    • @dr.perumalcivil7644
      @dr.perumalcivil7644  4 года назад

      Dear Neeraj,
      Good morning. If you are not getting, kindly type psg itech perumal lecture 1,2, etc. You will get them. Thank you.

  • @flyingk2488
    @flyingk2488 4 года назад +1

    Please sir discuss sinking of support

    • @dr.perumalcivil7644
      @dr.perumalcivil7644  4 года назад

      Kindly give me a problem and the method by which the solution is required. Thank you.

  • @flyingk2488
    @flyingk2488 4 года назад +1

    Please sir a make on fixed beam in structural analysis

  • @sarbagyaadhkari6159
    @sarbagyaadhkari6159 4 года назад

    Sir please complete the videos which u have escaped earlier on

  • @CVERevanthreddyvaranasi
    @CVERevanthreddyvaranasi 4 года назад

    Sir i think (a) matrix is wrong. For a11 u have to take moment about b'1 then it comes 1%3EI.