Mechanics of Materials: Lesson 64 - Slope and Deflection Equation Example Problem

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  • Опубликовано: 7 сен 2024
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Комментарии • 30

  • @smohke2976
    @smohke2976 Год назад +41

    You sir belong in the hall of fame of professors 🔥

  • @charlestrimbleiii3189
    @charlestrimbleiii3189 4 месяца назад +3

    Solids final tomorrow and you saved my grade!

  • @egullSZ
    @egullSZ Год назад +11

    i could never figure out how constants from the integration worked, but for some reason when you said it, it all made sense. go figure I had to go watch a lord jeff video

  • @Anshk36
    @Anshk36 6 месяцев назад +1

    I love your videos! You make hard concept easy to understand, I don’t think I can be an engineer without your videos.

  • @smithagcon
    @smithagcon Год назад +7

    Thank you Professor Hanson! Your videos are always excellent and illustrate these engineering concepts clearly.

  • @itslorenzo6626
    @itslorenzo6626 Год назад +5

    I have my intro to structural engineering exam 2 this Friday and this will definitely help

  • @nurrizzatimohammadzambree9553
    @nurrizzatimohammadzambree9553 7 месяцев назад +1

    thank you so much sir,, for those awesome explanation!!!

  • @manuboker1
    @manuboker1 Год назад

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

  • @teslas2217
    @teslas2217 Год назад

    I miss classes to work but overnight prof Jeff sums all keep up sir🔥

  • @user-fx8ln9qs2p
    @user-fx8ln9qs2p 9 месяцев назад

    Beuty,
    thank you so much!!!!! :))))

  • @hiphen3858
    @hiphen3858 Год назад +2

    LEGEND

  • @kacperbielarczyk6459
    @kacperbielarczyk6459 Год назад +1

    when taking the moment about c for the second cut, why do you divide the distance by 2?

    • @brockmorrison5415
      @brockmorrison5415 Год назад +5

      The resultant force of the distributed load is located at half of the distance of X2

  • @Szhihihihihihi
    @Szhihihihihihi Год назад

    Thanks !

  • @teslas2217
    @teslas2217 Год назад

    Proff Jeff how about cliperyon theorem please 🙏

  • @user-uk8di6lr5f
    @user-uk8di6lr5f Год назад

    Damn that was good!

  • @aaansari2537
    @aaansari2537 Год назад

    How do you draw the shear moment for this???

  • @marbelentertainment4761
    @marbelentertainment4761 7 месяцев назад

    why is it 48*9 if 48kn/m was distributed amongs 6 meters, and not 3?

    • @celiwetukushe6842
      @celiwetukushe6842 6 месяцев назад +1

      Distributed load acts on half the length

  • @dahiruadam3711
    @dahiruadam3711 Год назад

    I can't find lesson 64 on mechanics of materials.

  • @niyonzimasamuel3217
    @niyonzimasamuel3217 6 месяцев назад

    i dont understand how 8KN/m turned to be negative? thank you for sharing

  • @nepai1934
    @nepai1934 Год назад

    I have solid test on wednesday..,wish me luck

  • @jerrysmith9780
    @jerrysmith9780 6 месяцев назад

    HELP LOL! I wanted to try work Section 2 from the left just to see and I get M=-4x*2+96x-576. I know that can't be correct since at x=0, I should get an internal moment of -432 to counter the reaction moment of +432. I've gone over my result several times and can't see where I went wrong. Really appreciate if someone had a look. Thank you in advance :)

    • @judeugwu4987
      @judeugwu4987 5 месяцев назад

      Your equation for the moment is correct. Remember, the domain for this moment isn’t for the whole length of the beam. Only for the second half where the distributed load acts (6

    • @jerrysmith9780
      @jerrysmith9780 5 месяцев назад

      @@judeugwu4987 Ahhhh...ok, I'll take a look, thank you for looking at it.

  • @mindfull-_-6438
    @mindfull-_-6438 3 месяца назад

    Okayyy lesss goo (MEME)

  • @robertkelsay9880
    @robertkelsay9880 Год назад

    goat

  • @asaddaruwala9197
    @asaddaruwala9197 9 месяцев назад +1

  • @dahiruadam3711
    @dahiruadam3711 Год назад

    I didn't see lesson 64

  • @ClowFall
    @ClowFall Год назад +1

    First!