How Frames Work! (Structures 7-1)

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  • Опубліковано 16 тра 2024
  • We’ve made it! We’re here to discuss frames…we had cables, arches, columns, trusses, beams. Now we’re going to take those beams and columns and join them together to form a frame. They may not be structurally efficient, as they take loads in bending, but they are efficient for what we need structures to do for us. Frames are boxy but helpful!
    I'm Paul Kassabian. I'm a structural engineer and a Principal at SGH in Boston, MA. I taught graduate students at MIT for nine years and currently teach on/off at Harvard's Graduate School of Design (GSD). These are videos based on my years of teaching structures to students.

КОМЕНТАРІ • 48

  • @crayx48
    @crayx48 День тому +1

    I work in an institution for kids to spend their free afternoons. I regularly build wooden huts with the visiting kids. Thank you very much for your easy to follow yet immensly informative videos on structures. It is a great thing to have that info in my head at work :)

  • @murtazamahemud2459
    @murtazamahemud2459 2 роки тому +3

    The best series for beginner students of structural engineering.

  • @delayedgratification581
    @delayedgratification581 3 дні тому

    Great explanation! I wish UA-cam existed when I went to college like 20 years ago 😢

  • @musca8803
    @musca8803 2 роки тому +5

    "Everything should be made as simple as possible, but not simpler."
    This famous sentence well describes your videos: cause and effect related in the most direct way. Thank you!

  • @dave618034
    @dave618034 2 роки тому +4

    Just a quick note to say that I, as a septuagenarian appreciate your delivery, in plain English as it were. I wish all tutors had your approach. The world would be a smarter place.

  • @qasimalibadi1302
    @qasimalibadi1302 2 роки тому +1

    Your explanation very organized & and professional

  • @nicolasramirez3944
    @nicolasramirez3944 2 роки тому +6

    Wow I love the idea of bending moment as related to the distance from the thrust line/force form!! Something great to think about. Thank you!

  • @HeJurm
    @HeJurm 2 роки тому +4

    Your videos really have peaked my interest in structural design: it is not just about building codes and structural analysis!
    I had a question about pre-stressing tendon profiles in you pre-stressing video. Is there a source which could help me examine effects of different tendon profiles? Is there any reason to pre-stress arch-structures?

  • @alianjohnson6035
    @alianjohnson6035 2 роки тому

    thanks so much for presenting these videos. you truly have an great ability to distill complex concepts into beautifully presented information. i only discovered your videos last week and have started to work my way through them. cheers from Australia.

  • @user-sh5dr8op3n
    @user-sh5dr8op3n Рік тому

    Best video for architects to understand the complex structure without equations! Appreciated for sharing these knowledge and experience Paul:)

  • @roel1778
    @roel1778 11 місяців тому

    This has been a fantastic course! Thank you. Are there handouts available?

  • @Jam555s
    @Jam555s 2 роки тому

    Good to see new Videos, Thanks

  • @padmanabhapai6395
    @padmanabhapai6395 3 місяці тому

    Thank you very much for these short lectures! I have 're-learnt' many topics correctly. Is there any good book you recommend to dig deeper? Especially on domes, thrust lines & Frames?

  • @utkarshgoel7873
    @utkarshgoel7873 11 місяців тому +1

    I haven't seen such a explanation on thrust line before ❤
    Y are the genius

  • @iceman7298
    @iceman7298 2 роки тому +1

    Your vids are amazing, we need more.

  • @PeterDebney
    @PeterDebney 2 роки тому +1

    The thrust-line approach is an excellent way to understand how frames work, and something that my lecturers never mentioned (unless I missed that class - entirely possible…).
    Today an engineer would just build an FEA model of the truss frame of the exhibition building. Also analysing using a thrust line gives a great way to check the results, especially as the curved nature does not allow it to be checked using Kleinlogal equations.

  • @utkarshgoel7873
    @utkarshgoel7873 11 місяців тому

    Paul sirr,
    I like yu methodology to look at the concept, it's marvelous
    Y have shown an Arch section fracturing at two sections which is completely infeasible
    Arch concept comes from Key stone at the crown and the spandrel support on either side with supporting stones compressing each other just like a 📌.
    So separation cannot take place when stones are splitted with their faces matched

  • @ahmedyaqub2377
    @ahmedyaqub2377 Рік тому

    hello, how to allow partition wall heads to expand and contract
    with the movement of the steel structure?

  • @maastructureconsultancy4554

    thanks for Maa Structure & Consultancy

  • @dlv5
    @dlv5 Рік тому

    Can u make video about wind load or pressure on shape, what shape best for in high place and how reduce wind load, thanks before😊

  • @rekng1634
    @rekng1634 2 роки тому

    The best!

  • @sakilhasanmollah
    @sakilhasanmollah 2 роки тому

    Sir big listner to your. Could you deliver a speech about some structural modelling software?
    Regards
    Sakil Hasan( persuing M.Tech, Structural Engineering

  • @mohammedlasmi649
    @mohammedlasmi649 2 роки тому

    Thanks too much for the explanation

  • @MiffyNichen
    @MiffyNichen 2 роки тому +1

    Thank you very much for the great explanations.... I haven't learned what is the thrust line when I was a student (my major was electrical engineering). How is that related to bending moment and shear stress? Is there a formula to calculate thrust line? Anyway, thank you very much again!

    • @PaulKassabian
      @PaulKassabian  2 роки тому

      A thrustline is the shape a cable would take for the same loads. Then bending moment is whenever he thrustline is away from the centroid of the structure. My earlier videos on cables and arches explain it from a conceptual approach...and glad you liked it!

    • @MiffyNichen
      @MiffyNichen 2 роки тому

      Thank you very much for the explanation!

    • @designstudio8013
      @designstudio8013 4 місяці тому

      When the load moves from compression or tension to bending.@@PaulKassabian

  • @krunalrudani
    @krunalrudani 2 роки тому

    Respected,
    All assumption and conclusion and also output results
    When weight to strength, cross section , density of material constant and same
    Please clarify and update us

  • @KF1
    @KF1 2 роки тому

    Is the distance factor of bending moment similar to the length of compression members? Square factor?

    • @PaulKassabian
      @PaulKassabian  2 роки тому +1

      good question! The bending moment is linear with distance of the thrustline to the centroid of the structure.

    • @KF1
      @KF1 2 роки тому

      @@PaulKassabian I think I understand. Thanks!

  • @mohammedlasmi649
    @mohammedlasmi649 2 роки тому

    Thanks too much

  • @jamildrareni4304
    @jamildrareni4304 Рік тому

    You got me addicted to structural engineering! one silly question...I thought that a structure shouldn't exist outside of the thrust line and here we have a frame with thrust "triangle" that lives outside the frame !!??

    • @PaulKassabian
      @PaulKassabian  Рік тому +2

      Sure - when the thrustline is outside of the structure then the material has to carry that in bending. The further out the thrustline, the larger the bending moment.

    • @jamildrareni4304
      @jamildrareni4304 Рік тому

      @@PaulKassabian aah! I just got a bulb moment!! Thrustline must follow the shape and shape must follow thrust line. If the first case is not met then the shape must deform/bend to contain the thrust line.

  • @abdullahadel9716
    @abdullahadel9716 2 роки тому

    the best

    • @bonifaceogutu6860
      @bonifaceogutu6860 2 роки тому

      Yo our presentation is a notch high thanks for this insight

  • @HHHPedigrees
    @HHHPedigrees Рік тому +1

    Why are you not a professor?

    • @PaulKassabian
      @PaulKassabian  Рік тому +2

      I teach part-time...I used to teach grad students at MIT, then at Harvard GSD...