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structural analysis - moment distribution method for indeterminate structure

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This is my third numerical example on moment distribution method.
Do watch the video till end to clear all your concept of the following method.
For other examples check out the following link
1. • Moment distribution me...
2. • Moment distribution me...
There are video available on topics like
1. Three moment Equation
2. slope Deflection Method
Check out playlist for these Methods:
• Influence Line Diagram
And guys after the completion of ILD i will be adding new subjects soon.
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Опубликовано:

6 сен 2024

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Комментарии : 84

@rit692 2 года назад

Tomorrow is your exam, Am I right?😂😂😂, Mine as well.......

@mdashraf2190 2 года назад

Mine is today 🤣😂😹

@blustergamimgyt9179 Год назад

mera 9 din bad hai

@priyanshu8947 Год назад

Yes 😂

@WoynshetAmare 4 месяца назад

😮 how do u know....

@mrsam9303 4 месяца назад

Yes

@shmgaming2360 Год назад

Why you haven’t taken 4EI/L instead of 3/4 IL

@murimiraphael Год назад

Asking the same

@keithwanyama6761 4 месяца назад

supports are hinged hence 3EI/L

@tejassarane8421 10 месяцев назад

Sir solve a problem of a single span with two point load how to draw bmd

@zenx9141 Год назад

Hindi me banya kro yrrr achha smjh me aata hai

@Civillearningonline Год назад

@jeremihwasike2078 3 года назад

this example is perfect it has made me to understand more about moment distribution method perfect sir. big up. am looking forward to get more videos from you

@Civillearningonline 3 года назад

Thanks alot dear. One of the most honest review i have ever got.😍😍

@jeyoung6244 2 года назад

hello kneega

@LavinaKido-is7pw Год назад

Can you please do for me the same question but with slope deflection method please

@collinswalter4198 Месяц назад

doing the lord's work

@francisgatonga2083 2 года назад

thanks for this video. GREAT WORK

@abdalkreemnaser4609 2 года назад

Your answer in Mcd in step 1 is it correct ?Because when I hit the law, I don't get the same result

@rabilalbhattarai4774 2 года назад

Beautiful one sir, Sir want to know more on drawing the driagram.

@Civillearningonline 2 года назад

Simply visit playlist. Yiu will find many examples.

@gopinowpada8730 3 года назад

Adding all these final moment values are correct???

@Civillearningonline 3 года назад

Yes

@AshokChintala-bz3ru 3 года назад

Adding all final value is correct

@rajeevtiwari3038 3 года назад

Sir structure me Determinacy ,Arch ,Suspension ,Strain energy method deflection and Reaction find numerical ,trust Tension cofficient ,in sb or Numerical please jld upload kre numerical must

@Civillearningonline 3 года назад

Hello dear, Aap ko arch, tension coefficient Method, Method of joint pe numerical miljaye ga, playlist check karlo aap. Baki topic abhi include nai kiya he abhi but me zaroor karunga include. Stay safe and take care.

@rajeevtiwari3038 3 года назад

@@Civillearningonline Thanku sir bahut bahut aabhar, jld upload kare

@Civillearningonline 3 года назад

@dilleswararaokunchala6325 2 года назад

For this problem could you please solve it in slope deflection method

@Civillearningonline 2 года назад

Yes

@dilleswararaokunchala6325 2 года назад

@@Civillearningonline when will you do that

@syedmuzammil1415 2 года назад

Is it for structural analysis 1 or 2 subject because k =4ei/L in sa 1

@Civillearningonline 2 года назад

SA2

@BRane-mo9wx Год назад

In some video.. I value is written as 2i Or 1.5 I.....why it is so?

@Civillearningonline Год назад

When it's given in the question we need to take so.

@nikhilnaik9303 2 года назад

Sir what moment values u got for Mb and Mc??

@MadhuPspk-iu2sp 3 года назад

Super teaching

@Civillearningonline 3 года назад

Thanks for your precious comment

@shreegurukr9238 3 года назад

Thank you sir for understanding the concept ❤️

@aviprince4191 3 года назад

Sorry to be so off topic but does any of you know of a method to log back into an instagram account? I was stupid forgot my account password. I appreciate any help you can offer me.

@rishabhranjan6039 2 года назад

@@aviprince4191 bhai mila kya abhi tak?

@freedomjoseph7290 3 года назад

Why is fixed end moment for dc wab²/l² instead of wa²b/l²

@Civillearningonline 3 года назад

What you are saying is for the fixed end moment at cd. Please recheck. Mdc = -wab^2/l^2 And Mcd=+wa^2b/l^2.

@-CERanjithKumarChikram 3 года назад

Simply Superb explanation

@Structural_analysis 2 года назад

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

@francisemali1864 3 года назад

Was nice

@nformibruno9592 2 года назад

Thanks Sir I really learned a lot

@niveshsakharwade2996 2 года назад

Only good for University papers

@josephkilasi6592 Год назад

If you come across distribution moment with many joints how can you approach it

@jimcaalemadia7750 2 года назад

Thanks for your help sir 👍👍👍

@psatheeshbabu1748 2 года назад

Thanks so much bro nice explanation 🙂🙂🙂🙃

@Civillearningonline 2 года назад

Welcome bhai

@serial5629 3 года назад

In addition of all algebraic sum or what?

@Civillearningonline 3 года назад

@serial5629 3 года назад

All + or +,-

@Flowerlover9586 3 года назад

Thankyou ...Amazingly taught

@Structural_analysis 2 года назад

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

@srinivasmalla8508 3 года назад

Brother final moment was correct???

@Civillearningonline 3 года назад

Sometimes it happens that the moment at intermediate support vary by 0.01, 0.02 in that case you can arrange it as per your choice. It won't create any problem. But remember that the number before decimal must match on both side of intermediate support.

@Civillearningonline 3 года назад

Hope this video will help you to understand well. ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-OXLrPodRUF0.html

@jiwanpaudel7861 4 года назад

nice

@Civillearningonline 4 года назад

Do share with your friends

@kth2188 Год назад

Final moment isn't matching sum ?🤔

@Civillearningonline Год назад

Yes. There is a slight difference. It's durme to round off. You can follow the steps by the way.

@kth2188 Год назад

@@Civillearningonline Sure thx for replying I still had dought Very good Content to learn S.A.

@jameskabuku1479 2 года назад

Step 4. You just show the diagrams no illustrations of how the digits and marking came from?

@Civillearningonline 2 года назад

If value exceeds the value under normal loading condition take +ve sign if not then take -ve sign.

@srinivasmalla8508 3 года назад

Please confirm is it wrong or right

@Civillearningonline 3 года назад

I will confirm it bro. Actually I was on a journey and currently i am very tired. Please try to understand.

@kabirdas8801 2 года назад

Plss write properly capital W and small w

@Civillearningonline 2 года назад

@Rajan-z7c Месяц назад

Exam EEE ka he but me SA pdh rh hu

@rashidkalimbo2451 3 года назад

Thank you so much...

@Structural_analysis 2 года назад

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

@capturemasterksp699 3 года назад

please do one video on moving loads, wheel loads, and trusses pleaseee,,, it would be so helpful, your teaching is very nice,,,,

@Civillearningonline 3 года назад

You mean influence line diagram or some other topic??

@capturemasterksp699 3 года назад

@@Civillearningonline in my syllabus it is: maximum shear force and bending moment diagrams for wheel load, and absolute maximum bending moment in the case of several wheel loads.

@Civillearningonline 3 года назад

Yes. That's influence line diagram. Which language shall i use hindi or English??

@capturemasterksp699 3 года назад

@@Civillearningonline its upto your comfort!!! Anything i can understand both good