Moment Distribution Method | Working Rules & Problem 1

Problem 1 Moment Distribution Method | Moment Distribution Method Working Rules | Analysis of Indeterminate Structures By Displacement Method [ HINDI ] Structural analysis - 2
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[@freevlogs56621]

Kya samjaya he aapne sir , mind blowing sir, aesa to hamara college me teacher ne bhi nahi padhaya he , thank you sir bhagavan aapko 100 sal jine de

[@NASA-UNIVERSE138]

G bilkul sir ❤🙏 love from Pakistan

[@sahilgoutam2493]

Question Aata h Yar bhai Kya kre

[@snehasharma2628]

Energetic and Well explanation Sir...
Thank you for such easiet and simplest steps by steps video 🙇🙇🙇
@ Stay Safe

[@syedraafeuddinahmed6275]

Terrific, tremendous, awesome... no words of praise for such a simple explanation.

[@ranjeetkaur2245]

Thanku soooo much sir
U are the best
And ur way of understanding is very wellll🙏🙏🙏🙏🙏🙏🙏

[@AshutoshSingh-be5yr]

Dil jeet liya aapne to
Keep it up👍👍

[@praveen-we7kv]

i want to thanks sir for the gorgeous explaination. Bcz of only u sir i m able to save me from getting supply 😂.

[@pratyushkumar419]

Sir Pranam
Way of teaching excellent

[@geetgalaxy1406]

Sir plz upload the videos of strain energy method ....

[@saisanthu1578]

Wow... Ur best way to remember it thank u bro 💗💗💗💗💗💗💗💗

[@damberbohara670]

Great explain 🙏

[@ankitdewangan9454]

Stiffness Ka confusion dur ho gya bro

[@debashis2580]

Best RUclips channel 🔥🔥✨✨

[@tejasnatevlogs388]

The Best Teacher
Thanks alot sir you 🙏 are helping us alot.

[@lalittanwar7457]

Best content is given by sir it's amazing😮😮❤😊

[@tufealahmed30]

Awesome sir ! Very nice style

[@gauravpatil9561]

Very greatly explained 👍👍👌👌

[@hinnadar9463]

Thank you 🙏

[@cstechguruji.Hari5]

#cstechguruji says Really Worthfull knowledge!!

[@zaidsheikh7324]

Thank you very much sir

[@EnggThMCq]

thanks bro for providing clear concept

[@saman9088]

Well done sir. I really thanx for this explanation

[@karansaharan1072]

thanks a lot, it's save my maximum time:)

[@bhanukarthik4241]

Very nice explanation

[@gudeparvathi2244]

Tq bro it's very helpful to me

[@manojnagsharma888]

Thanks brother.!

[@Student-739]

Nice and Best Explaination

[@shalinirai9091]

Thanku so much sir very useful video

[@salmaahmed937]

Thank you sir i did well in my exam and was 1st in class my sir really appriciated me.🥰

[@Shainyjhala]

Did you tell your teacher that there is better than him.

[@anujamohite9228]

You are awesome good job

[@bhagatsinghbaghel8288]

Thank u 😊

[@navyanavya7963]

Thank you sir.....great work

[@shashank_d_a]

I am blessed with all your Videos.... Thank you so much ❤️❤️

[@krishankant7040]

Bhai tum mehnat krte rhna, ek din saflata jarur milegi

[@GaneshShegar]

🙏 ☺️

[@sarathchandrak.k6223]

Superb sir

[@thebhagwabilla]

Awesome explanation. But its difficult to understand the table and steps

[@rakeshbgmbeats4170]

Thank you ❤️
Sir pls give Google link for books ,pdf 🙏

[@MohitSinghCivilEngineering]

Best

[@shashankshashi8823]

Excellent sir 💯

[@ashrafalam5612]

Bhai aap aage chal ke bahut bada aadmi bane ga dekhlena

[@amaansiddiqui1889]

Sir aap ne BMD ke bole wab/L, lena hai. But fixed end moments chart par wa*2b/L hai.

[@Rajniki_radhekrishna]

Great explaination😊

[@abhijeetrajak9330]

finally i able to drwa sfd and bmd

[@thegreenstick79]

Great work sir 👏 👍

[@msingh92]

you are genius bro,😅🤓🤓

[@GaneshShegar]

😂

[@safar_with_jeeshu]

Ooo sir ji Far and fixed me stiffness 4EI/L lenge naa ??

[@Goovlogss]

thankyou for the explaination sir but theres a small correction ,after decimal we do not tell the number with its value places it is said just as digits ,for example 0.36 is not zero point thirty six but zero point three six. thankyou once again for the beautiful explaination

[@a.r.m.kamruzzaman602]

Some people are used to find wrong...this is not for 1 or 2 standard students... Everyone will understand the meaning...

[@mayurdeshmukh8094]

Wah didi 👏🏻 आप तो उस हिसाब से साइंटिस्ट होनी चाहिए थी

[@bhajan3560]

stiffness for fixed end = 4EI/L

[@bhajan3560]

[@bhajan3560]

[@forjulislam648]

Thank u so much sir ..

[@GaneshShegar]

Thanks for your comment , plz don't forget to *SUBSCRIBE* and Share with your friends . Your appreciation always motivate us to do such kind of work

[@lakshyapoonia3403]

Ye calculator jo aapne use kiya hai ye RTU engineering exams mein allowed hai kya??

[@Mohammedyahiyakhan-pq4xv]

Eccentricity our point kaise maloom karein uploaded for mdm

[@abhijeetrajak9330]

grate explanation bro

[@sobikumar8795]

Nice bhai i fully agree

[@itxrajpoot9703]

Tusi great ho ggg❤❤❤❤

[@am_priya7530]

K=3EI/L and K=4EI/L , please explain why you show K= I/L

[@Leap-i9]

Bhai glt kiya hai

[@Enginners_Goal]

Plz a video for important questions of tos 2024 please sir

[@sciencoman8520]

Great🙌

[@mohammadyahiyakhankhan1379]

Contineaus beam per moment distribuition method kaise karte hai isper koi video banao mujhey kal exam hai

[@le-18civil99]

Thanks you sir

[@indrajeetupadhyay6759]

Thank you

[@dabe._.alfaaz338]

Sir pleaseeee post advance and more videos of moment distribution

[@kiranhappy2997]

Superb brother

[@12pm.lyrics]

Thanks Budsy😘

[@funtop5739]

sir BMD mai parabola ka formula -WL^2/12 phir /8 kyu kiya ha

[@utkarshkumarverma7582]

Awesome 👍👍

[@King_parte_01]

Thankyou ❤️

[@Ravikumar-dt7ig]

thanks broooo

[@adityaraj65]

I have 2 questions, release kon kon se joint ko krte h or COM zero kisme kisme hota h?

[@Priyankakumari-ps2kt]

ruclips.net/video/q1z_9F8UW3A/видео.html
guys have a look it & do the needful

[@ch_Ranjith]

Awesome 😎

[@pratibhanishad6114]

Net B.M.D. me (+ve) vala bhi above nutral axis aega Sir.....

[@prashanthpillai5978]

@6:20 Text mein far end keliye:(4EI)/L
aur Hinge or Roller ka: (3EI)/L diya hein🤔

[@tradingiq7736]

Usme question m ( EI ) ki value di hogi is question m .EI. constant h ..

[@mohammadyahiyakhankhan1098]

sir simpy supported beam with rollerper abc joint per mdm per video banaye

[@PRINCEKUMAR-en8ij]

Thanks

[@surendragurung6891]

Sir 👏 aap plastic analysis ka videos bi kardijiya na

[@sudipchodry498]

Sir extra example frame by MDM method

[@mayurdeshmukh8094]

सर M3 भी पढ़ाओ sppu सिविल इंजीनियरिंग 2nd ईयर का 2 साल हो गए निकल नही रहा हमारा फेल होते जा रहे है

[@balrajbalu3248]

Super ❤️

[@manojdaheriya5357]

Awesome

[@moviesmania1717]

Bro somebodys doing stifness=3EI/l and 4EI/L ..WHAT IS THIS?

[@GaneshShegar]

There is not only 1 method to solve any problem, So follow any one method from start to end. Bcz then steps will also get changed

[@pankajkate6905]

Nice

[@VAIBHAVSHAH576]

Sir es video m aapne stiffness K ki value far end agr fixed h to I/L bola h or rollar/hinge h to 3I/4L di h but apne ek pdf upload kar rakhi h engineeringonyourfinger.com site pr usme to far end agr fixed h to 4EI/L h or other hinge roller ke 3EI/L h
m confusion m hu🤔🤔

[@GaneshShegar]

There are Different methods to solve 1 Problem .. I request you to Follow any 1 method from start to end

[@sudipkandel3991]

bro thats for stiffness and here we have to find relative stiffness

[@deepannagaraj2458]

Sir previous video u told that if far end is fixed we will go with k= 4EI /l
If far end pinned means k= 3EI/l
But this sum why are you using I/L and 3l/4L

[@dhruvkumarthakur]

You can do it either way the value of (D.F) distribution factor will come out the same.
In the previous video he told about Total stiffness method , but in this he used relative stiffness , you can use any to calculate D.F the answer will come out the same

[@Sid03946]

Hinge 3I/4L

[@suyoglodhi9633]

Thanks ... Pr humara vela sir SFD ki itti acchi method ki bhi band bja dega or wrong kr dega...kahega section kaat ke kro verna galat kr dunga....😂

[@222chaitaliramanwad7]

Tq sir

[@dulaldas379]

Sir agr moment b main negative sign ATA to hum Kia fir apposite sign Tele?

[@nikhilchadotra1374]

What if Far end Is free what would Be Stiffness formula

[@vyadhfaiz2926]

Bhai Muller breslau pe numerical krwado

[@sriharsha_10]

Saame nahi aaraha niche joint ke pas....to kya karna hai?

[@Civilcaddesign]

Kisi book m yeh ni bta rakha ki agar kisi point pe deflection puch le toh kya karege sab bs university exam ke liye btate h deep m koi ni bta raha.. plz explain karo koi

[@roushankumar-hg2rq]

Sir kya fixed end moment alag aa sakta hai kya.
Aapke method se answer alag aa rha hai par book mein alag answer hai.
But aapke tareeke se joint pe moment equal and opposite aa rha hai.
Toh kya kare?

[@GaneshShegar]

Nii fixed end moment same he ana chaye + or - ka Fark ho sakta hai Kyo ke Book Mai L to R (+) or R to L ( - ) lete hai ...

[@roushankumar-hg2rq]

@@GaneshShegar ok sir

[@ARON_1100]

Reactions are wrong....

[@46_muqtarpasha47]

He didn't took sign convention

[@arkadasgupta8960]

Bro summation MA kabhi 0 nahi hoga cz it's a fixed end and has moment carrying capacity.

[@sunitharamavath1900]

Sir I have a tomorrow sa exam could please make a video on kanis method Please sir

[@Priyankakumari-ps2kt]

ruclips.net/video/q1z_9F8UW3A/видео.html
guys have a look it & do the needful

[@ahmadmalik246]

what if 2 point loads are acting instead of 1 ?

[@abhaykumarprasad3035]

just W0W

[@officialvijaysaini]

Sir intermediate point par moment lag jaaye tab kya karein

[@Civilcaddesign]

Bs yeh bta do agar hume 1m par deflection nikalni h from left end toh kaise nikalge .. koi ni bta raha

[@indrabhushankumar172]

K=3EI/L, 4EI/L hota h

[@manojdaheriya5357]

Outstanding sir jii

[@ahmedshabahat8786]

[@mayankchaturvedi9491]

Sir mujhe ek question solve karna hai help me