Structural Theory | Conjugate-beam Method part 3 of 3

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  • Опубликовано: 10 янв 2025

Комментарии • 8

  • @hassanmohamed5119
    @hassanmohamed5119 Год назад

    Thank you very much sir, it really helped me in my studies
    kindly is this solution available in softcopy i mean in PDF thank you

  • @leosalonggat6579
    @leosalonggat6579 3 года назад

    salamat po sir

  • @personwhoexists3250
    @personwhoexists3250 Месяц назад

    In the last part, why use ICF=I instead of ICA=2I?

  • @hebakunta6198
    @hebakunta6198 3 года назад +1

    Sir paano po malalaman ang kanyang maximum deflection at kung saan po Sya naka locate?

  • @gabrielphilipwais3864
    @gabrielphilipwais3864 2 года назад +3

    Sir you are wrong at the end.it can be chang into (10)^⁹×1000×2666.25/EI

  • @ianfitzgeraldpalmes807
    @ianfitzgeraldpalmes807 3 года назад

    Hello po sir. Pwede po mahingi yung Solution niyo sa pagkuha po ng Reaction niyo for Point A

    • @amiemarievargas6282
      @amiemarievargas6282 2 года назад +9

      I know matagal na ang question na to. Pero baka lang makatulong. I tried using systems of equation din gaya ng reactions sa conjugate beam. Nagcut ako sa C where moment is equal to 0, and nagmoment ako sa A. Sa moment of A=0, nakuha kong equation ay 9Dy+14Ey=1687.5, and sa cut ko at point C, 3Dy+8Ey=742.5. Dy= 103.5; Ey=54. Then, summation of Fy, Ay=90.

    • @khimlanderalamo2023
      @khimlanderalamo2023 5 месяцев назад

      @@amiemarievargas6282thank you sa reply mo po