structural analysis - moment distribution method for indeterminate structure

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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#influencelineproblemwithsolutions
#momentinfluenceline
#influencelineforbeamsproblemswithsolutions
#influencelineforcantileverbeam
#influencelinediagramforsimplysupportedbeam
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[@francisgatonga2083]

thanks for this video. GREAT WORK

[@collinswalter4198]

doing the lord's work

[@nformibruno9592]

Thanks Sir I really learned a lot

[@jimcaalemadia7750]

Thanks for your help sir 👍👍👍

[@nikhilnaik9303]

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

[@rit692]

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

[@mdashraf2190]

Mine is today 🤣😂😹

[@blustergamimgyt9179]

mera 9 din bad hai

[@priyanshu8947]

Yes 😂

[@WoynshetAmare]

😮 how do u know....

[@mrsam9303]

Yes

[@francisemali1864]

Was nice

[@Flowerlover9586]

Thankyou ...Amazingly taught

[@Structural_analysis]

Moment distribution basics kzbin.info/www/bejne/qHqcopSpmrFkqNU

[@jeremihwasike2078]

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]

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

[@jeyoung6244]

hello kneega

[@shreegurukr9238]

Thank you sir for understanding the concept ❤️

[@aviprince4191]

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]

@@aviprince4191 bhai mila kya abhi tak?

[@abdalkreemnaser4609]

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

[@tejassarane8421]

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

[@AshokChintala-bz3ru]

Adding all final value is correct

[@-CERanjithKumarChikram]

Simply Superb explanation

[@Structural_analysis]

Moment distribution basics kzbin.info/www/bejne/qHqcopSpmrFkqNU

[@psatheeshbabu1748]

Thanks so much bro nice explanation 🙂🙂🙂🙃

[@Civillearningonline]

Welcome bhai

[@rashidkalimbo2451]

Thank you so much...

[@Structural_analysis]

Moment distribution basics kzbin.info/www/bejne/qHqcopSpmrFkqNU

[@LavinaKido-is7pw]

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

[@MadhuPspk-iu2sp]

Super teaching

[@Civillearningonline]

Thanks for your precious comment

[@rabilalbhattarai4774]

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

[@Civillearningonline]

Simply visit playlist. Yiu will find many examples.

[@syedmuzammil1415]

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

[@Civillearningonline]

SA2

[@chowsumanglammoungkhom3676]

👍

[@jiwanpaudel7861]

nice

[@Civillearningonline]

Do share with your friends

[@freedomjoseph7290]

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

[@Civillearningonline]

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.

[@gopinowpada8730]

Adding all these final moment values are correct???

[@Civillearningonline]

Yes

[@saikumarmalige7700]

Tq sir

[@Civillearningonline]

Welcome dear

[@rajeevtiwari3038]

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]

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]

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

[@Civillearningonline]

Ok

[@dilleswararaokunchala6325]

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

[@Civillearningonline]

Yes

[@dilleswararaokunchala6325]

@@Civillearningonline when will you do that

[@serial5629]

In addition of all algebraic sum or what?

[@Civillearningonline]

??

[@serial5629]

All + or +,-

[@zenx9141]

Hindi me banya kro yrrr achha smjh me aata hai

[@Civillearningonline]

Ok

[@shmgaming2360]

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

[@murimiraphael]

Asking the same

[@keithwanyama6761]

supports are hinged hence 3EI/L

[@BRane-mo9wx]

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

[@Civillearningonline]

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

[@srinivasmalla8508]

Please confirm is it wrong or right

[@Civillearningonline]

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

[@user-db4tv8zp8u]

Exam EEE ka he but me SA pdh rh hu

[@niveshsakharwade2996]

Only good for University papers

[@josephkilasi6592]

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

[@capturemasterksp699]

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

[@Civillearningonline]

You mean influence line diagram or some other topic??

[@capturemasterksp699]

@@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]

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

[@capturemasterksp699]

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

[@venkatachennaraotandra3746]

@@Civillearningonline English

[@nandishkumar.l7408]

Mdc formula incorrect

[@srinivasmalla8508]

Brother final moment was correct???

[@Civillearningonline]

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]

Hope this video will help you to understand well. kzbin.info/www/bejne/hYmvo4OlmbeIfJI

[@kth2188]

Final moment isn't matching sum ?🤔

[@Civillearningonline]

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

[@kth2188]

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

[@kabirdas8801]

Plss write properly capital W and small w

[@Civillearningonline]

Ok

[@jameskabuku1479]

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

[@Civillearningonline]

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