Stiffness Matrix Method for Analysis of Beams - Problem No 2

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  • Опубліковано 16 гру 2024

КОМЕНТАРІ • 11

  • @VickyKumar-lu4pe
    @VickyKumar-lu4pe Рік тому +1

    thanks sir tomorrow is my exam and i always prepare from your vedios. you have done every type of questions.never delete your channel and vedios. I have never found anywhere on you tube like your teaching way.thanks again sir.

  • @vraj7818
    @vraj7818 11 місяців тому +1

    Thank you sir

  • @unbeatentelugugamer6496
    @unbeatentelugugamer6496 24 дні тому

    sir can we solve this problem using direct stiffness matrix please reply

  • @AsadAli-bl5fc
    @AsadAli-bl5fc 2 роки тому +1

    Can anyone plz tell me how are we writing P as 0 any condition for it?

    • @Stanacademy
      @Stanacademy  2 роки тому +1

      For the P matrix you have to check the co ordinates if there are any external moments. In this case there are no moments. So inside the P matrix we enter zero. If there are couple moment or overhanging there will be values instead of zero. Watch the whole playlist to get clear picture.ua-cam.com/play/PLjJwBYxz7Cyni7z72JlMxP41ERAzKwlTw.html

    • @AsadAli-bl5fc
      @AsadAli-bl5fc 2 роки тому

      @@Stanacademy Thanks a lot dear, got it now

  • @VINAYAK1313
    @VINAYAK1313 2 роки тому

    Thank sir 👍

  • @maddiboinasisindri3457
    @maddiboinasisindri3457 2 роки тому +1

    Please send ppt

  • @invisible4276
    @invisible4276 2 роки тому

    👌