Moment distribution method

แชร์
ฝัง
  • เผยแพร่เมื่อ 28 ส.ค. 2024
  • The following video is type 1.
    For type 2 check out the following link:
    • Moment distribution me...
    For type 3 check this out:
    • structural analysis - ...
    Complete concept on Influence Line Diagram: • Influence Line Diagram
    If you like my work then you can contribute for me:
    www.paypal.me/...
    __________________________________________
    1. STIFFNESS MATRIX METHOD
    click on the link to download the pdf of this Numerical
    2. FLEXIBILITY MATRIX METHOD
    • Flexibility Matrix Met...
    visit facebook page:
    / civil-learning-online-...
    ____________________________________________________________________________________
    THERE ARE SOME OTHER METHOD OF ANALYSING THE INDETERMINATE STRUCTURE. LIKE
    1. SLOPE DEFLECTION METHOD
    • Slope deflection method
    2. MOMENT DISTRIBUTION METHOD
    • Moment distribution me...
    3. CLAPEYRON'S THEOREM OF THREE MOMENT
    • Clapeyron's Theorem Of...
    ____________________________________________________________________________________
    CIVIL LEARNING ONLINE IS BASICALLY AN EDUCATIONAL CHANNEL WHERE CIVIL ENGINEERING RELATED VIDEOS ARE UPLOADED WEEKLY.
    SO DEAR STUDENTS IF YOU DON'T WANT TO MISS THE UPDATES DO SUBSCRIBE CIVIL LEARNING ONLINE AND PRESS THE BELL ICON.
    JOIN TELEGRAM CHANNEL TO STAY UPDATED:
    t.me/joinchat/...
    ____________________________________________________________________________________
    Subscribe for more videos related to civil engineering subjects.
    ........................................................................

ความคิดเห็น • 100

  • @pauloje6581
    @pauloje6581 2 ปีที่แล้ว +21

    Thanks, man, highly appreciated, you suppose to be my lecturer.

  • @felixokaris2238
    @felixokaris2238 2 ปีที่แล้ว +7

    mike wambua civil engineering student from kenya,,,,i realy appreciate you mr engineer

  • @snehasharma2628
    @snehasharma2628 3 ปีที่แล้ว +9

    Thank You Sir for clearing my dought for Moment distribution method....I m great thankful for Ur channel....Keep it up! @Stay Safe

  • @Andreii07
    @Andreii07 3 ปีที่แล้ว +2

    God bless youuuuuu😫😩... this was so simplified. Love from Nigeria

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html

  • @alusinefofanah10
    @alusinefofanah10 2 ปีที่แล้ว +9

    You're really the best sir.. Thank you so very much ❤

  • @thamizhilackiya2454
    @thamizhilackiya2454 3 ปีที่แล้ว +6

    Thank you so much sir...keep teaching in English so that other language students also can understand....

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว +1

      Yes dear.
      I will. You are going to find some more examples on this method. Link is in description or you can visit playlist to access all the video related to Structure analysis and other subjects. You can share the link with your friend if you wish to do so. THANK YOU.

  • @onaziagbese7779
    @onaziagbese7779 ปีที่แล้ว +1

    Thank you sir. You're an excellent teacher

  • @childofgod310
    @childofgod310 3 ปีที่แล้ว +3

    Wow, you taking as step by step....every point at home👌

    • @Structural_analysis
      @Structural_analysis 2 ปีที่แล้ว

      Complete lecture on moment distribution for beginners
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Complete lecture on Finite element in structural analysis for beginners
      th-cam.com/video/KtdWo95cn6w/w-d-xo.html

    • @Structural_analysis
      @Structural_analysis 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html

  • @nareshbhokre5924
    @nareshbhokre5924 2 ปีที่แล้ว +3

    Am agree with stiffness factor at fixed end but you know what
    One of our faculty has taught us that the stiffness at fix support is 4EI/L so shoul we go for that manner or not?
    Also the answer of distribution factore are not coming same solving by 2 method or formulas so pls can you tell me which one is correct or preferable so as the mistake from side will be reduced while solving numericals

    • @dudegfa5673
      @dudegfa5673 ปีที่แล้ว

      4EI/L it the stiffness while I/L is the relative stiffness gotten by dividing the stiffness by 4E. You get the same distribution factor using both because 4E Will eventually cancel out

  • @desmondeinstein3479
    @desmondeinstein3479 2 ปีที่แล้ว

    You are very intelligent , thank you

  • @user-km2rq5ui3m
    @user-km2rq5ui3m 7 หลายเดือนก่อน

    Thanks a lot sir for your explanations

  • @Dabbara-saiOO7
    @Dabbara-saiOO7 3 ปีที่แล้ว

    Thank you bro this video is better than my clg ❤❤❤

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว +1

      Means alot dear. I will be uploading numerical on sinking support soon.

  • @badaruddeenhamidu9239
    @badaruddeenhamidu9239 ปีที่แล้ว

    Thanks it is well explained

  • @divyashreegk4667
    @divyashreegk4667 2 หลายเดือนก่อน

    Sir super I am understand so thank you so muchh

  • @mohammadrafi9562
    @mohammadrafi9562 8 หลายเดือนก่อน

    superb explanation

  • @jackpat5643
    @jackpat5643 ปีที่แล้ว +1

    Can you explain why” 2I” was used for the span BC instead of “I “like the spans AB and CD.

    • @Civillearningonline
      @Civillearningonline  ปีที่แล้ว +1

      It is given in the question .

    • @jackpat5643
      @jackpat5643 ปีที่แล้ว

      @@Civillearningonline Sorry but i don't understand your answer. Let me ask again. usually we used same I as 1 to all the beam spans. But in your calculation you used 2 for span BC Instead of 1. Will you please explain to us why 2 was used instead of 1.

    • @Kdrama__fangirl
      @Kdrama__fangirl ปีที่แล้ว +1

      We all know that 'I' stands for moment of inertia and that totally depends on length and breadth of the section like for rectangular bd²/ 12...right??
      So here in the case the dimensions are changing for every section so the I value also changing...and you don't need to calculate that its given in the question itself

  • @hashimalsalihagha2031
    @hashimalsalihagha2031 2 ปีที่แล้ว +1

    stiffness in the fixed joint is always infinite , therefore K factor should be ZERO only, respectively the moment distribution factor becomes ZERO also

  • @entertainmentwithauro7087
    @entertainmentwithauro7087 3 หลายเดือนก่อน

    Can you do one more video and just explain about doing the Shear force diagram of this same problem

  • @anuragmishra2060
    @anuragmishra2060 ปีที่แล้ว

    Thank you very much sir

  • @dippu8929
    @dippu8929 หลายเดือนก่อน +1

    Support reaction to nikala ni apne

  • @phemelosithole7476
    @phemelosithole7476 2 ปีที่แล้ว

    Thank you so much...🇿🇦

    • @Structural_analysis
      @Structural_analysis 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html

  • @engineermichael5061
    @engineermichael5061 11 หลายเดือนก่อน

    Is moment distribution method and three moment theorem give the same result

  • @luciana.mungai
    @luciana.mungai 3 ปีที่แล้ว +1

    kindly do an example of a loaded beam with simply suported ends

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว

      Moment Distribution Method with simply supported beam.
      th-cam.com/video/4NWY4fDgRT4/w-d-xo.html
      You can visit channel to get more different examples on this method.

  • @bhoomikacg7888
    @bhoomikacg7888 3 ปีที่แล้ว

    Sir ua explain step by step it's vry helpfull fa us ,ty sir

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html

  • @nasreenshaik8878
    @nasreenshaik8878 3 ปีที่แล้ว

    Super explain bro.....🤗😇

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html

  • @anisharajput7427
    @anisharajput7427 3 ปีที่แล้ว +4

    Thank you ... very much

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว

      Welcome

    • @anisharajput7427
      @anisharajput7427 3 ปีที่แล้ว +1

      Countinue beam ke sbhi questions isi format se solve hoge ?

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว

      Yes,
      But aap ko end supports pe dhyan dena hoga. Fixed he ya phir simply supported.
      And aur bhi videos he is Method se related different support condition pe aap ko description ya phir playlist me milega.
      BEST OF LUCK.

  • @danwahome2108
    @danwahome2108 ปีที่แล้ว

    Given a moment M = 30kN within span BC,how do you go about it?

  • @richamore93
    @richamore93 ปีที่แล้ว

    thank you

  • @durgamahalakshmipampana1839
    @durgamahalakshmipampana1839 3 ปีที่แล้ว +1

    Nice explanation sir.. 😀

  • @harshvardhanjagadale5932
    @harshvardhanjagadale5932 3 ปีที่แล้ว

    Thanks it is helpful

    • @Structural_analysis
      @Structural_analysis 2 ปีที่แล้ว

      Complete lecture on moment distribution for beginners
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Complete lecture on Finite element in structural analysis for beginners
      th-cam.com/video/KtdWo95cn6w/w-d-xo.html

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html

  • @Srinu-xf9sd
    @Srinu-xf9sd 2 ปีที่แล้ว

    love u bro

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html

  • @janhavisuryawanshi5652
    @janhavisuryawanshi5652 ปีที่แล้ว

    Dhanyawad sir

  • @svk2548
    @svk2548 2 ปีที่แล้ว

    Why if summation positive means take the value as negative and vice versa?

    • @mathewkulei2821
      @mathewkulei2821 ปีที่แล้ว

      Good

    • @alfredappiah987
      @alfredappiah987 ปีที่แล้ว

      The negative sign assigned to the positive summation in moment distribution analysis is a convention used to accurately represent the redistribution of moments and ensure compatibility and equilibrium in the structural analysis process.

  • @himanthg5783
    @himanthg5783 2 ปีที่แล้ว

    Is moment distribution method and moment area method are same sir?

  • @adityaarya1506
    @adityaarya1506 8 หลายเดือนก่อน

    how to draw bending moment diagram sir please explain in detail

  • @utswasahni
    @utswasahni 9 หลายเดือนก่อน

    wl^2/÷8 hoga boss
    instead of wl/8

  • @Civilcaddesign
    @Civilcaddesign 3 ปีที่แล้ว

    Agar left se 2m par deflection puche toh kaise nikalege

    • @Structural_analysis
      @Structural_analysis 2 ปีที่แล้ว

      Complete lecture on moment distribution for beginners
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Complete lecture on Finite element in structural analysis for beginners
      th-cam.com/video/KtdWo95cn6w/w-d-xo.html

  • @mohammadyahiyakhankhan1379
    @mohammadyahiyakhankhan1379 ปีที่แล้ว

    Sir send mdm sdm kanis method cantilever method stifness method problem this last stage for me pass from 9 years trying to complete but anable to complete please send important problem to complete my course

  • @s_montana
    @s_montana 9 หลายเดือนก่อน

    How about three moment

  • @InvestwithQureshi
    @InvestwithQureshi 3 ปีที่แล้ว

    why did you take 2I ?

  • @nickndeda4038
    @nickndeda4038 2 ปีที่แล้ว

    Why are we stopping at 0.03 specifically

    • @Civillearningonline
      @Civillearningonline  2 ปีที่แล้ว

      It's not specific actually. We stop when we start getting low value like 0.01, 0.02, 0.03 etc

    • @nickndeda4038
      @nickndeda4038 2 ปีที่แล้ว

      @@Civillearningonline Oh, so we stop when the distribution is almost negligible (Basically below 0)

    • @Civillearningonline
      @Civillearningonline  2 ปีที่แล้ว

      Yeah. Not you got it 😉

    • @Civillearningonline
      @Civillearningonline  2 ปีที่แล้ว

      And sometime if on adding the moment to get final moment the value may very by 0.1 or 0.2 basically at intermediate support. And in that case one can fix it him self. Because the moment at intermediate support are same. And it happens due to round off. And it doesn't create any serious issue.

    • @Civillearningonline
      @Civillearningonline  2 ปีที่แล้ว

      The more you practice, the more you learn.

  • @barbiesweety8030
    @barbiesweety8030 3 ปีที่แล้ว

    Tquu

    • @Structural_analysis
      @Structural_analysis 2 ปีที่แล้ว

      Complete lecture on moment distribution for beginners
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Complete lecture on Finite element in structural analysis for beginners
      th-cam.com/video/KtdWo95cn6w/w-d-xo.html

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html

  • @jeetendrayadav8687
    @jeetendrayadav8687 3 ปีที่แล้ว

    👍

    • @Structural_analysis
      @Structural_analysis 2 ปีที่แล้ว

      Complete lecture on moment distribution for beginners
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Complete lecture on Finite element in structural analysis for beginners
      th-cam.com/video/KtdWo95cn6w/w-d-xo.html

  • @aidh94
    @aidh94 3 ปีที่แล้ว

    Sir , moment nikalte time ( plush and minus ) wala combination kaisse Lete hai ?¿? Samjh nahi aaya

    • @Civillearningonline
      @Civillearningonline  3 ปีที่แล้ว +1

      Jo diagram he sign convention k liye usko dhyan se dekho.
      And suppose ki aap ji point pe moment find kar rahe ho wo center me he sign convention diagram ka. And us k badh clockwise and anticlockwise movement dekh k sign select karlo.

    • @aidh94
      @aidh94 3 ปีที่แล้ว

      @@Civillearningonline ok..👍

  • @SatishKumar-hi3xy
    @SatishKumar-hi3xy 3 ปีที่แล้ว

    SFD?

    • @Catloverss95
      @Catloverss95 3 ปีที่แล้ว

      th-cam.com/video/rI9qaseL1rs/w-d-xo.html

  • @ommargamwar6377
    @ommargamwar6377 ปีที่แล้ว

    I don't understand

    • @Civillearningonline
      @Civillearningonline  ปีที่แล้ว

      You will find a separate playlist. So, try watching some other numerical I have created a separate playlist with extra examples that will help you for sure.

  • @crazyengineer1138
    @crazyengineer1138 4 ปีที่แล้ว

    🤟♥️

    • @Catloverss95
      @Catloverss95 2 ปีที่แล้ว

      Learn moment distribution method (Non sway)
      th-cam.com/video/rI9qaseL1rs/w-d-xo.html
      Learn moment distribution method with sway
      th-cam.com/video/RljSGJHvt3A/w-d-xo.html