Structural Theory | Conjugate-beam Method part 2 of 3

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  • Опубліковано 6 лют 2025
  • Part 1 of 3 • Structural Theory | Co...
    Part 3 of 3 • Structural Theory | Co...
    Learn to compute beam deflection and slope using Conjugate-Beam Method
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    About me:
    I am Jay T. Cabuñas, Civil engineer and an engineering professor.
    I love teaching and sharing knowledge to everyone

КОМЕНТАРІ • 13

  • @BelindaJemeli
    @BelindaJemeli 18 днів тому

    You have saved my life 😂 thank so much ❤

  • @nasikhalvi3182
    @nasikhalvi3182 Місяць тому

    Thanks a lot sir
    Love from Bangladesh 🇧🇩
    Your video helps me a lot to understand the topic

  • @bnyaminsabah
    @bnyaminsabah 2 місяці тому

    Y made them way way easier! Thank you so much 💕💕💕

  • @christianlearnertv2335
    @christianlearnertv2335 4 роки тому +1

    Sir Thank you po talaga sa lahat ng teaching nyo po. Marami po akong natutunan sa mga tutorial nyo po Sir. Looking forward na rin po Sana for steel design lessons. Hehe willing to learn. God bless po Sir

  • @jimhaicstube.6283
    @jimhaicstube.6283 Рік тому

    Thank you Sir for these in-depth explanations.
    Please, how did you get the value for x? (X=8.165m)

  • @leosalonggat6579
    @leosalonggat6579 3 роки тому +1

    New subscriber po..Thank you, Sir

  • @wildclick8691
    @wildclick8691 Рік тому

    Wow

  • @salvabenzmarcl.9376
    @salvabenzmarcl.9376 2 роки тому

    sir, ask ko lang po how do you know na 1/3 or 2/3 ung gagamitin para sa pagkuha ng resultant?
    sa uniformly distributedload gets ko siya kung pano, pero dito pa sa conjugate beam hindi po e. pwede po bang paexplain.
    hoping that u can reply asap because im having an exam on monday hehehe

  • @uchan491
    @uchan491 4 роки тому +1

    Sir, ano pong books pwede gamitin in solving problems sa basic mechanical engineering na subject?

    • @engrjayc
      @engrjayc  4 роки тому +3

      Wala akong ma recommend na book. Pero marami resources sa net

  • @vinzkarlpranza3789
    @vinzkarlpranza3789 2 роки тому +1

    clarify ko lang po. pag ginamitan ko po siya ng double integration method, di po same yung location ng max deflection at yung deflection mismo. sana manotice. thank you!

  • @jomarsuwalawan4537
    @jomarsuwalawan4537 Рік тому +1

    Hi ask ko lang bakit hindi mo cinonsider yung 400 as a max positive moment?