Mechanics of Materials: Lesson 34 - Unsymmetrical Beam Bending Example Problem

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  • Опубликовано: 28 дек 2024

Комментарии • 31

  • @osamaalghamdi4817
    @osamaalghamdi4817 Год назад +32

    my roommates thinks I'm going crazy because I keep laughing while studying. They don't know that I'm watching the GOAT Dr. Hanson

  • @berenfuite7269
    @berenfuite7269 Год назад +15

    It seems that from minute 8:00 the z axis from the perspective observer you put down is clockwise not counter clockwise.

    • @berenfuite7269
      @berenfuite7269 Год назад +5

      I have A as double negative C as double positive and B as + - , D as - +

    • @dac7294
      @dac7294 8 месяцев назад +3

      Thank you for saying this, I thought I was going insane

    • @nancyezz6197
      @nancyezz6197 6 месяцев назад

      You’re right about the axis it is put as cw not ccw, however in solving he used ccw and what he solved is correct since the origin is at the center, what you got was based of an origin on CD

  • @justaguy24993
    @justaguy24993 2 года назад +10

    Thank you for posting all of these for other students, it is incredibly helpful. I wish I had discovered your channel earlier, I am taking Mechanics of materials, Thermodynamics, and Dynamics this semester! Please keep it up you have a gift.

  • @StratoMaster_
    @StratoMaster_ Год назад +5

    Wise man's timeless jokes. It gets me all the time

  • @zachh6868
    @zachh6868 9 месяцев назад +1

    My savior, I couldn't wrap my brain around the bending until this video

  • @saurabhgupta2043
    @saurabhgupta2043 Год назад +3

    Today is my exam and u are my inspiration, how quickly u teaches, where my professor don't 😅

    • @Joedex1625
      @Joedex1625 Год назад

      professors profess they dont teach they know nothing about teaching pls accept this

  • @Made_by_profs
    @Made_by_profs Год назад

    Thank you a lot. You are the admin of teaching.

  • @manuboker1
    @manuboker1 Год назад +1

    Wonderful solids lessons!! really taking the time to explain the problems along with a good sense of humor :))

  • @eduardomoreira7624
    @eduardomoreira7624 Год назад +1

    You’re amazing. I’m taking applied strength of materials and using these as review is great. Also learning some things I should’ve already known before

  • @uncledrew5957
    @uncledrew5957 5 месяцев назад +1

    sir ı just wanna thank u saved my life

  • @christymatta
    @christymatta 2 месяца назад +1

    hope they let me bring a 1$ pool noodle from the dollar store to the exam

  • @olasaeed9002
    @olasaeed9002 Год назад

    Thank you so much. my exam is tommorow and this video cleared up a lot of confusion. it's really helpful

  • @thatpartofasong5122
    @thatpartofasong5122 Год назад +1

    YOU ARE AMAZING SIR!!!

  • @marineastro
    @marineastro 8 месяцев назад

    I don't know if it's a point of confusion but if you're wondering which is the cubed term for inertia, imagine bending a ruler through the thin side. It's super bendy, right? Try bending it about the thick side and it will be impossible. For a rectangular cross section, you always cube the dimension that you're bending through.

  • @읽기쉬운마음
    @읽기쉬운마음 Год назад

    You're my Hero professor
    From korea

  • @Hadi-rd8sn
    @Hadi-rd8sn Год назад

    Watching This lecture on 27/4/2023 Just wishing if i could take offline classes from you great efforts Sir

  • @z.r1999
    @z.r1999 Год назад

    amazing sir .😍

  • @nitinpashine
    @nitinpashine 2 года назад

    Please share formula for resultant bending stress about y and z axis

  • @Pops_cxxl
    @Pops_cxxl Год назад +1

    Old man is nice

  • @flth1040
    @flth1040 9 месяцев назад

    The solution step is not mathematically sound. Firstly, the formula is not consistent with the derived book formulae. Secondly, the signs of the coordinates are not considered. Thirdly, compression is taken as tensile in some corners, example point A. Getting correct answer (?) does not mean that solution is also correct.

  • @garrettord
    @garrettord 2 месяца назад

    He's right. That $1 pool noodle is an amazing investment. 10/21/2024

  • @giftd4002
    @giftd4002 Год назад +1

    The part where we get "c" confused me

  • @johnngo341
    @johnngo341 2 года назад +3

    why isnt Mz the opposite sign when the equation is -Mzy/Iz + My/Iy

    • @conradthomson7043
      @conradthomson7043 2 года назад +5

      Hey there, it’s because he’s flipping the sign for the second term in each stress calculation. Take stress at A. Clearly, the counter clockwise moment at z axis puts A in compression, but he takes it as tension. Therefore the two swapped signs cancel out and the answer is correct.
      However I have no idea why he did it this way considering he’s labelling compression sections falsely as in tension.

    • @wsnekk3290
      @wsnekk3290 2 года назад +6

      ​@@conradthomson7043 Hi there, professor Hanson drew the counter clockwise moment at Z incorrectly- the moment should be drawn the other way around (when looking "down the z-axis" the moment should be counterclockwise but from this isometric view should be clockwise.) The moment on the z-axis puts A into tension, hence it should be positive.
      An important lesson to draw your moments correctly!

  • @paul8086
    @paul8086 2 года назад

    You are a life saver🫡