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Moment distribution method

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The following video is type 1.
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1. STIFFNESS MATRIX METHOD
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2. FLEXIBILITY MATRIX METHOD
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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...
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Опубликовано:

6 сен 2024

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Комментарии : 100

@pauloje6581 2 года назад

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

@Civillearningonline 2 года назад

It means alot buddy. Thank you ❤️

@felixokaris2238 2 года назад

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

@Civillearningonline 2 года назад

Thank alot dear engineer.

@andymshairi2137 9 месяцев назад

Where are you schooling??

@SharadJaybhaye-ts5vy 8 месяцев назад

@@Civillearningonline2:32

@snehasharma2628 3 года назад

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

@Civillearningonline 3 года назад

Thanks alot

@snehasharma2628 3 года назад

@@Civillearningonline Welcome Sir

@nareshbhokre5924 2 года назад

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 Год назад

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

@alusinefofanah10 2 года назад

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

@Andreii07 3 года назад

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

@Catloverss95 2 года назад

Learn moment distribution method (Non sway) ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-rI9qaseL1rs.html Learn moment distribution method with sway ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-RljSGJHvt3A.html

@thamizhilackiya2454 3 года назад

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

@Civillearningonline 3 года назад

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.

@entertainmentwithauro7087 4 месяца назад

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

@Civillearningonline 4 месяца назад

I would love to do so soon.

@onaziagbese7779 Год назад

Thank you sir. You're an excellent teacher

@childofgod310 3 года назад

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

@Structural_analysis 2 года назад

Complete lecture on moment distribution for beginners ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-rI9qaseL1rs.html Complete lecture on Finite element in structural analysis for beginners ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-KtdWo95cn6w.html

@Structural_analysis 2 года назад

@jackpat5643 Год назад

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

@Civillearningonline Год назад

It is given in the question .

@jackpat5643 Год назад

@@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 Год назад

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

@user-km2rq5ui3m 7 месяцев назад

Thanks a lot sir for your explanations

@divyashreegk4667 2 месяца назад

Sir super I am understand so thank you so muchh

@desmondeinstein3479 2 года назад

You are very intelligent , thank you

@luciana.mungai 3 года назад

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

@Civillearningonline 3 года назад

Moment Distribution Method with simply supported beam. ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-4NWY4fDgRT4.html You can visit channel to get more different examples on this method.

@badaruddeenhamidu9239 Год назад

Thanks it is well explained

@dippu8929 2 месяца назад

Support reaction to nikala ni apne

@engineermichael5061 11 месяцев назад

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

@adityaarya1506 9 месяцев назад

how to draw bending moment diagram sir please explain in detail

@Civillearningonline 7 месяцев назад

@danwahome2108 Год назад

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

@mohammadrafi9562 8 месяцев назад

superb explanation

@Civillearningonline 8 месяцев назад

Thank you❤️

@Dabbara-saiOO7 3 года назад

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

@Civillearningonline 3 года назад

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

@anuragmishra2060 Год назад

Thank you very much sir

@richamore93 Год назад

thank you

@hashimalsalihagha2031 2 года назад

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

@phemelosithole7476 2 года назад

Thank you so much...🇿🇦

@Structural_analysis 2 года назад

@anisharajput7427 3 года назад

Thank you ... very much

@Civillearningonline 3 года назад

Welcome

@anisharajput7427 3 года назад

Countinue beam ke sbhi questions isi format se solve hoge ?

@Civillearningonline 3 года назад

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.

@s_montana 9 месяцев назад

How about three moment

@Civillearningonline 9 месяцев назад

Soon

@svk2548 2 года назад

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

@mathewkulei2821 Год назад

Good

@alfredappiah987 Год назад

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.

@janhavisuryawanshi5652 Год назад

Dhanyawad sir

@Civillearningonline Год назад

Welcome ji

@himanthg5783 2 года назад

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

@Civillearningonline 2 года назад

No. They are different.

@himanthg5783 2 года назад

Ok sir

@himanthg5783 2 года назад

Sir can u post moment area method problem sir

@nasreenshaik8878 3 года назад

Super explain bro.....🤗😇

@Catloverss95 2 года назад

@bhoomikacg7888 3 года назад

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

@Catloverss95 2 года назад

@harshvardhanjagadale5932 3 года назад

Thanks it is helpful

@Structural_analysis 2 года назад

@Catloverss95 2 года назад

@Civilcaddesign 3 года назад

Agar left se 2m par deflection puche toh kaise nikalege

@Structural_analysis 2 года назад

@InvestwithQureshi 3 года назад

why did you take 2I ?

@Civillearningonline 3 года назад

Duration?

@mohammadyahiyakhankhan1379 Год назад

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

@utswasahni 10 месяцев назад

wl^2/÷8 hoga boss instead of wl/8

@Srinu-xf9sd 3 года назад

love u bro

@Catloverss95 2 года назад

@nickndeda4038 3 года назад

Why are we stopping at 0.03 specifically

@Civillearningonline 3 года назад

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

@nickndeda4038 3 года назад

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

@Civillearningonline 3 года назад

Yeah. Not you got it 😉

@Civillearningonline 3 года назад

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 3 года назад

The more you practice, the more you learn.

@durgamahalakshmipampana1839 3 года назад

Nice explanation sir.. 😀

@Civillearningonline 3 года назад

Thank you

@SatishKumar-hi3xy 3 года назад

SFD?

@Catloverss95 3 года назад

ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-rI9qaseL1rs.html

@ommargamwar6377 Год назад

I don't understand

@Civillearningonline Год назад

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.

@aidh94 3 года назад

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

@Civillearningonline 3 года назад

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 3 года назад

@@Civillearningonline ok..👍