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.

[@shashankda2002]

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

[@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👍👍

[@saisanthu1578]

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

[@tejasnatevlogs388]

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

[@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

[@saman9088]

Well done sir. I really thanx for this explanation

[@tufealahmed30]

Awesome sir ! Very nice style

[@navyanavya7963]

Thank you sir.....great work

[@EnggThMCq]

thanks bro for providing clear concept

[@gauravpatil9561]

Very greatly explained 👍👍👌👌

[@arshortsstories5397]

Great explaination😊

[@karansaharan1072]

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

[@lalittanwar7457]

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

[@damberbohara670]

Great explain 🙏

[@manojnagsharma888]

Thanks brother.!

[@hinnadar9463]

Thank you 🙏

[@thegreenstick79]

Great work sir 👏 👍

[@priyankasaw8433]

Thank you sir..

[@anujamohite9228]

You are awesome good job

[@bhagatsinghbaghel8288]

Thank u 😊

[@shalinirai9091]

Thanku so much sir very useful video

[@Student-739]

Nice and Best Explaination

[@gudeparvathi2244]

Tq bro it's very helpful to me

[@bhanukarthik4241]

Very nice explanation

[@zaidsheikh7324]

Thank you very much sir

[@TSI_M5]

Thankyou sir 😇👍

[@vickykumarlal226]

Thanks a lot sir 🙏🙏🙏

[@debashis2580]

Best CZcams channel 🔥🔥✨✨

[@abhijeetrajak9330]

grate explanation bro

[@shashankshashi8823]

Excellent sir 💯

[@sciencoman8520]

Great🙌

[@utkarshkumarverma7582]

Awesome 👍👍

[@ch_Ranjith]

Awesome 😎

[@kiranhappy2997]

Superb brother

[@rkofficial3674]

Thankyou ❤️

[@indrajeetupadhyay6759]

Thank you

[@sarathchandrak.k6223]

Superb sir

[@sobikumar8795]

Nice bhai i fully agree

[@ankitdewangan9454]

Stiffness Ka confusion dur ho gya bro

[@divyabharti6627]

Tq so much sir g❤

[@cstechguruji.Hari5]

#cstechguruji says Really Worthfull knowledge!!

[@vssunm]

Thank u sir

[@balrajbalu3248]

Super ❤️

[@manojdaheriya5357]

Awesome

[@PRINCEKUMAR-en8ij]

Thanks

[@Ravikumar-dt7ig]

thanks broooo

[@amaansiddiqui1889]

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

[@krishankant7040]

Bhai tum mehnat krte rhna, ek din saflata jarur milegi

[@GaneshShegar]

🙏 ☺️

[@12pm.lyrics]

Thanks Budsy😘

[@itxrajpoot9703]

Tusi great ho ggg❤❤❤❤

[@abhijeetrajak9330]

finally i able to drwa sfd and bmd

[@222chaitaliramanwad7]

Tq sir

[@safar_with_jeeshu]

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

[@Enginners_Goal]

Plz a video for important questions of tos 2024 please sir

[@dulaldas379]

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

[@sudipchodry498]

Sir extra example frame by MDM method

[@rakeshbgmbeats4170]

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

[@MohitSinghCivilEngineering]

Best

[@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.

[@pankajkate6905]

Nice

[@msingh92]

you are genius bro,😅🤓🤓

[@GaneshShegar]

😂

[@ahmadmalik246]

what if 2 point loads are acting instead of 1 ?

[@pratibhanishad6114]

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

[@nikhilchadotra1374]

What if Far end Is free what would Be Stiffness formula

[@Mohammedyahiyakhan-pq4xv]

Eccentricity our point kaise maloom karein uploaded for mdm

[@CR37115]

🏅

[@ashrafalam5612]

Bhai aap aage chal ke bahut bada aadmi bane ga dekhlena

[@mohammadyahiyakhankhan1098]

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

[@lakshyapoonia3403]

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

[@surendragurung6891]

Sir 👏 aap plastic analysis ka videos bi kardijiya na

[@GhoUtubes]

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

[@dabe._.alfaaz338]

Sir pleaseeee post advance and more videos of moment distribution

[@officialvijaysaini]

Sir intermediate point par moment lag jaaye tab kya karein

[@adityaraj65]

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

[@Priyankakumari-ps2kt]

czcams.com/video/q1z_9F8UW3A/video.html
guys have a look it & do the needful

[@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 ..

[@abhaykumarprasad3035]

just W0W

[@mohammadyahiyakhankhan1379]

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

[@nagesh7130]

😍😍😍😍

[@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

[@am_priya7530]

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

[@Chauhan12024]

Bhai glt kiya hai

[@samirkumar6431]

❤❤❤

[@sriharsha_10]

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

[@vyadhfaiz2926]

Bhai Muller breslau pe numerical krwado

[@mayurdeshmukh8094]

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

[@vibhvshh576]

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

[@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

[@Mohammedyahiyakhan-pq4xv]

Negetive ayato +sing nahi liya problem pora ulta hai

[@durgeshchauhan9908]

bhai MDM ka Sway vale problem dal na vo nai samaj me ata pls

[@bhajan3560]

stiffness for fixed end = 4EI/L

[@bhajan3560]

[@bhajan3560]

[@manojdaheriya5357]

Outstanding sir jii

[@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

[@Civilcaddesign]

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

[@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

[@indrabhushankumar172]

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

[@arkadasgupta8960]

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

[@rakshitha5018]

Tell the kani's method sir