Moment Distribution Method | Analysis of Indeterminate Beam

[@ToxicMMA610]

My lecturer couldn't give me this much understanding kudos man

[@sathamhussain7424]

Enna d monna solra 😕

[@mohammedmohammedsuliman9614]

AM watching you from SUDAN thank you .

[@structuralanalysisanddesign]

Thank you so much for watching, keep supporting, all the very best

[@user-oe5vd4ys2k]

watching from Pakistan, Lots of love from, Pakistan

[@kavyashree9604]

Finally i got best. Video out of all other videos 🤗 thanks

[@rahulpanewar6358]

Sir your teaching skills are just osm...👍🙏

[@structuralanalysisanddesign]

Thank you so much for this feedback, it means a lot to me, keep watching and sharing

[@gumingollo1444]

Only needed this video to understand everything in 12 min😌😌👍

[@structuralanalysisanddesign]

Thank you for watching, keep sharing and supporting

[@tashatariku6332]

i'm watching u from ethiopia thank u

[@OscarMartinez-od3wx]

I can solve any beam and frame just only with relative stiffness. It is so effective. 👌🏻

[@armaantotti4820]

thanks sir i learnt from U (after Allah) a RCC Videos Nd I Understood clearly dis video of moment redistribution plz do 4 us A more Engineering videos including estimation

[@thebossff6074]

Thank you sir for such helpful video.

[@Tariqul79]

Watching from Bangladesh

[@sakethgoudail2806]

Thank you sir i cleared my backlog with your teaching Bealted happy teachers day sir🎉

[@structuralanalysisanddesign]

I am very happy that you have cleared your subject, keep supporting, thank you for the wishes, god bless you

[@saikrishnasoma]

thank you sir i am cse but i can easily understand your lecture

[@ViratKumar-zr2jn]

Good explanation

[@structuralanalysisanddesign]

Thanks for liking, all the best

[@Revanthv-0316]

Thq so much sir ❤ I have passed SA-2 sbjct With the help of your Tutorials sir 🙏🏻🙏🏻

[@tokedeiseoluwa4137]

Really helpful...Thanks

[@kelefrancisuche2553]

MDM made easy, thank u very much.

[@Itz_Pawangoled]

Sir why did u take BM of -ve value upside

[@thephenom9137]

Sir in my exam a question came in which I had to analyse a frame using moment distribution method. But I got confused as, in question it was written that all members have equal flexural rigidity but in diagram one member had different moment of inertia . So what should be done in such situation.

[@ashokkumaryadav6477]

Thanks a lo for cristal clear explanation.

[@structuralanalysisanddesign]

Thank you so much for appreciating the lecture, keep watching and supporting

[@Sahil-pl2vf]

​@@structuralanalysisanddesign sir we use to watch your videos before exams,,and your videos are the best we can find on KZbin,, thanks a lot sir we passed RCC and structure because of you🙏🙏

[@structuralanalysisanddesign]

I am very happy that you have passed your RCC exam, thanks for watching the RCC videos, God bless you, keep watching and keep sharing so that maximum students will be benefitted with the videos.

[@murimiraphael]

sir watching you from kenya .where should we apply 3i/l and i/l ?thankyou

[@gecaprathamesh6583]

Thank you ! 🙏 😊

[@roxxgamer9213]

Thank you so much sir 🙌🏻🥺❤

[@structuralanalysisanddesign]

Welcome, all the best, keep watching and supporting

[@mohrieanas]

Thankyou i have exam tomorow and am going to pass .

[@ounie6230]

Thank you for this video sir

[@subhrajitdeb2128]

Thanks a lot sir❤

[@structuralanalysisanddesign]

Welcome, all the best

[@rajkamalduarah2904]

Hats off to you man

[@leex.x5713]

Thank you for this

[@structuralanalysisanddesign]

Thanks for watching

[@deekshantsharma2272]

Sir upload more moment distribution method questions... And many other methods

[@structuralanalysisanddesign]

Sure I will, Kani's method i will upload soon

[@AKOLTGIIR]

Sir there are situations where we can do only one balancing and carry over....and up to four balancing and carry over sometimes, do you please mind elaborating on these two?

[@HumphrenceOjiambo]

nice one but i was suggesting that when you draw the moment diagram its should passes inside the semi circle of FEM BC

[@mihrabanjabar1607]

Thank you 🙏 ❤

[@structuralanalysisanddesign]

Welcome, all the best, keep watching

[@mohannadules2406]

What will be the value of the distribution factor at points B and C if the reactions on these points are fixed?

[@door7671]

Sir how would you know how many times to do COM Balancing

[@hafeezorakzai3589]

sir in the span BC there is udl then why you draw 1degree line here

[@creative-nb1vz]

What are the method to solve indeterminate structure and what are they ?

[@razzpiyushmehta3905]

Thankyou sir❤

[@BRane-mo9wx]

Sir, why the value of i is different for all three span????

[@structuralanalysisanddesign]

If the material used is different there will be different I values

[@sharathmn1275]

Sir, when we taken only EI/L in stiffness steps

[@santoshbanakar2593]

Sir pls complete the AIS syllabus within January

[@structuralanalysisanddesign]

Slope deflection method is already uploaded, kindly watch those videos and also will upload more on moment distribution method and also Kanis method, keep watching and sharing

[@Sahil-pl2vf]

Your videos are very helpful sir🙏🙏

[@yakubuibrahim-u3z]

Thanks you very much

[@structuralanalysisanddesign]

You are welcome, keep watching, all the best

[@sonamlhamo2078]

Sir, why is your 17.292 kn m more than 22.5kn m?

[@Thebrokegenius-h2o]

thankyou

[@binulbhattarai7797]

sir can you please do frame problems

[@surajbhagat1741]

Hello sir lekin apan ne yaha pr toh reaction solve hi nahi ki BMD keiye?

[@structuralanalysisanddesign]

Hello, ha reactions calculate kiya nahi hai, par BMD ke liye reactions ki koi jaroorat nahi hai, SFD ke liye reactions lagta hai woh maine slope deflection method mai explain kiya hai, please watch the slope deflection videos

[@legalshot8162]

Plz upload strength of material 1 problems

[@MR.Volog96]

Chimney ka or slop and deflection method sir

[@Allinone-hf5uu]

When 3EI / L coming ???

[@abdulraheemlawal9542]

A Continous Beam ABCD 20m long is Loaded is shown: AB = 8m BC = 4m Cl )=8m. moment of inerba AB = 2I , BC = 7 , CP = 2I there is a Uniform distributed Lood of Iskallon Older Span AB and BC. On CD There is a point Load of 40kW at I'm from D. The End "A is fixed and D is Supply Support. During loading Support C Sinks by Jam Draw The the Shear force And Bending Momant diagram = 2x204/kal/cm² I=1600cm 4 Takes E 40k A B4 I C 27 8m 4m 8m 2.

[@-Naga-22]

Nothing but respect 🫡

[@structuralanalysisanddesign]

Thank you, keep supporting

[@civl112]

why can't we just integrate the load w(x) twice to get BMD？

[@gecaprathamesh6583]

We can. This is just another method to get the BMD.

[@BChandrika12]

Pls upload Approximate methods😢

[@hardikbhardwaj5127]

Wow

[@MR.Volog96]

Dam ka question samjhaye na sir

[@J0RDYPLAY]

Padako.......😂

[@dadashorts1777]

Sir phone nos pkease

[@SanthoshKumar-mn6zx]

Thx for this😭❤️‍🩹

[@structuralanalysisanddesign]

Welcome, I hope you will score good marks, all the best, keep supporting