Approximate Analysis of Frame with Gravity Loads Example 1 (1/2) - Structural Analysis

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  • Опубликовано: 9 сен 2024
  • This is an example problem for approximate analysis of a statically indeterminate frame with gravity loads. The approximation is based on estimating the inflection points in the girders of the frame.
    Part 1: Estimating the location of inflection points, detailed analysis of a girder. Drawing approximate shear and moment diagrams of the girder.
    Part 2: Quick analysis of girder and shear and moment diagram. Determining the support reactions of the frame, approximately.

Комментарии • 36

  • @BigCrack
    @BigCrack 2 года назад +10

    After 6 long years, I have graduated from the University of Queensland (located in Brisbane, Australia) with a Bachelor of Civil Engineering (Honours) and Bachelor of Commerce. If it wasn't for structurefree's amazing videos walking through solutions to many different structural analysis problems, I don't know whether I would have made it. THANK YOU for your help over the years, it has not only helped me, but many other aspiring engineers!

    • @tf1266
      @tf1266 Год назад

      Mate, I'm at UQ as well and these videos are just so unreal!

  • @brockvance1380
    @brockvance1380 3 года назад +4

    I love this guy! It’s rare to get this solid of an engineering tutorial that is clear and fun to watch. love the energy!

  • @hammersarchive904
    @hammersarchive904 3 года назад +6

    I got an A for my structural analysis thanks to this guy.
    Keep it up, structure freeeeee chuka chuka learninggggg 💙

  • @looloolalaable
    @looloolalaable 8 лет назад +26

    Structure freeee Chukah Chuckahhh.. Awesome video dude. Thaknks

    • @structurefree
      @structurefree  8 лет назад +7

      +looloolalaable awww yeahhhh, welcome back....

  • @okcunome
    @okcunome 5 лет назад +3

    I've used loads of youtube tutorials for classes but this is definitely the first one ill comment on. EXTREMELY HELPFUL THANK YOU

    • @okcunome
      @okcunome 5 лет назад +2

      also the only one I could find on portal method using vertical forces

  • @cableskennetheleda6795
    @cableskennetheleda6795 3 года назад +1

    Never been bored in your videos

  • @rudyrudy4290
    @rudyrudy4290 4 года назад

    Man please do some videos on portal frames and trusses. Solve some complex problems. This channel is amazing! 👌

  • @ranjithan302
    @ranjithan302 4 года назад

    Extremely helpful. Thank you for that. It would be very helpful if you have added the lateral loads (wind loads for instance) in the calculation. Looking forward to that.

  • @erinannelies
    @erinannelies 3 года назад +2

    Hey structurefree, could you do a video on the stiffness method? Thanks, love the videos! I’m doing very well in structural analysis with your help!

  • @ShubhamKumar-ox9vm
    @ShubhamKumar-ox9vm 2 года назад

    Can u help solve a question having both gravity and lateral load by portal frame method

  • @cutepanda5355
    @cutepanda5355 5 лет назад +3

    I adore your intro!! So cute! 😆

  • @andromeda45
    @andromeda45 Год назад

    Can we make an example for a frame analysis with cross method?

  • @mrdeshmukhgirishsahebrao1458
    @mrdeshmukhgirishsahebrao1458 6 лет назад

    Which tools you used to write ? please tell hardware and software too.

  • @patrickabiang1915
    @patrickabiang1915 4 года назад

    Hi! How did you derived the moment at the fix-fix support beam wL^2/12 at video time 2:29 ? Hope I could get a response. It would really help. Thanks!

    • @steeverthebest
      @steeverthebest 4 года назад

      If we "assume" the beam fixed from both sides with this type of load, then the moment at the support is wl2/2

    • @steeverthebest
      @steeverthebest 4 года назад

      Search for fixed end moment and you will get it

  •  5 лет назад +1

    I feel that i learnt.... cool!

  • @lamhiufung
    @lamhiufung 6 лет назад

    wonder will it be more conservative to assume it as simple support or fixed support. Thanks!

  • @YAKMAN796
    @YAKMAN796 8 лет назад +1

    boom! +structurefree please add example on tributary area load calculation.

  • @arunndinesh
    @arunndinesh 6 лет назад

    Is this realiable to check with some software results of column end moments without doing a moment distribution method?

  • @SaidurRahman-qu2mh
    @SaidurRahman-qu2mh 5 лет назад +1

    How to draw sfd and bmd for columns? Love your videos.

  • @milesofficial4t5
    @milesofficial4t5 5 лет назад

    Where is part 2?

  • @Tsukibase
    @Tsukibase 8 лет назад +1

    you're a god.

  • @cengizipek5157
    @cengizipek5157 8 лет назад +1

    Dear Why 0.1L ?
    regards,

    • @JimCareyMulligan
      @JimCareyMulligan 8 лет назад +1

      +Cengiz Ipek some point from 0 to 0.21l. it's approximation

    • @cengizipek5157
      @cengizipek5157 8 лет назад +1

      Dear MrGeiser :) Thank you for your reply

  • @manhtuan2259
    @manhtuan2259 8 лет назад

    why don't we use 0.21L instead of 0.1L?

  • @sangeethwicky5444
    @sangeethwicky5444 4 года назад

    pl z dont make stupid sounds sir, your explanation is awesome , so much helpful, but when making stupid sounds sometimes our attention is goings little bit out of the lesson.

  • @lost9439
    @lost9439 6 лет назад +1

    I didn't get anything but awesome

  • @fatmafaizal07
    @fatmafaizal07 4 года назад

    just when i thought i finally understood.. lost it again

  • @richieerich_
    @richieerich_ 4 года назад +1

    Marry me dude.....u're god.