Structural analysis - Moment Distribution Method for indeterminate structure (in Hindi). 

Bhai aap great ho yr...kal mera exam h structure ka ..jo pure semester mein clear nii hua ..wo ab ho Gaya ...thank you so much yr....🙏🙏🙏🙏🙏...

Exm in 3 hours. Now I am more confident about this question. Thanks bro.

I do not understand a word in Hindi but I understood the tutorial very very well because all was drafted so clearly. Thank you, very helpful!

because of u today my structure exam went osm..and i was nervous yesterday but.i got avg .marks but i am happy..because ur notes make me easy to understand

soo many ppl are saying that....sign conventions arent clarified.....but i never that way...everything was put as it is...gr8 video...thnks

This is such a great video...i used to watch many of your videos sir.. i should say that i dont understand hindi much. But i watch videos and understood them...i cleared all the exams now...so useful and referred to my friends tooo...such a great work..so much thanks....and showers...

Great work man I've exam tomorrow and i wasn't prepared for anything just watched this problem you solved which was in very simple way and that motivated me Thank

I WANTTO SHARE this to my Civil engineering group. they can understand only Simple English. Thanks for sharing very helpful

Wow!!! Your way of teaching is appreciable sir. Thank you. 🙏

Bro,Ur really grt,I dnt even know any single thing abt AIS,I just watched it for my tomorrow's exam and understood everything.

Bhaiaya apne bhut achese explain kiye abhi mera sara semester khtm ho gya but abhi tk muuje kuch ni Samja in the clg or me apne app pr self dought krne lagi ki muje kuch ni ata me apne app ko bhut low feel kr rahi thi thnx apki Wajh se confident feel karri ab thanx bhaiay abhi meeri exm hi after next 5dyays love u bhaiya most ❤🥹😊

Sir Jo Apne sitffness ka formula liya fixed end or hinged sir book me to 4i/l or 3i/l he sir usme or Esme kya difference he dono Sahi he ki dono alag he..

Great work sir, you saved my structure from falling. You videos are superb, i have read all structure from your videos. Thnq soo much sir🙏🙏

Your method is excellent💯, very simple & so easy to understand even for the fresh learner. Wishing you all the best.

Well explained. Not a Single second was wasted. ♥️ For this, u got a subscriber.

Very very nice 👍👏🏻...and 100% effort from you on this MDM ..I hope you're one of my best lecture ❤️🤩

Thank u this videos saved my lots of time and energy.

Its really well expalined thank you,,,, pls teach for case where energy given in terms of "EI",

a have just seen a perfect explaination ........thank you bro

Very nice bhaiya ...muje balancing ka fanda bohut Sata Raha tha appne bilkul clear krrdiya..

Thnk you so much for this explanation

Very well explained about MDM, Thanks. Could you please upload some more examples focusing especially on multiple bay portal frame with overhangs

Bhaiya pure concept clear ho Gaye thank you so much bro ❤

And flexibility also ... U explain very well sir .... U explain each and every single point.....

Sir I think “K” Value should be taken 4EI/L

I can't understand the sign convention used in bending moment diagram.

Seriously fabulous very clear explanation.... All the best sir.... Most helpful video... Do more videos

Bro 100% smjh aaya apke jaisa teacher ho jaye toh maja aa jaaye

Can you also make a video about how to draw SFD AND BMD, please? And this video was very easy to understand! Thank you!

You teach so well.

Thanks sir that moment distribution table was very hard but now I can calculate it easily 😁🙋

Keh nahi sakata ki kitana acha se aap samjha te ho g ocssom sir baht hi badhiya thak u very mich sir

Hanji sir thank you

You should have more subscriber

Thank u so much sir..... Bahut confused tha.... ..ab ekdm se clearly samjh aagya....... Thanks again

Dear sir..nice explanation..thank you very much..

Bilkul sahi hai bohut acha but Sign conversations shayad theekh se aapko pata nhi.or video banane k wakt hi aapko likhna chahiye. Likhke nhi rakhna chahiye kuin likhne se wo image dimag mai rehti hai.

Nice bhai ..your teaching is really good....seen your video when really needed....ie 8hr before back paper of strcture😁..and ya thnx ....keep up the good work

Thank you bhaiyya appan😎 apka bada well wisher hai

Hello sir , I don't know whether you will reply or not but still wanted to ask its been 5 years to this video , is the chapter still get done by this method only or the method has been slightly changed . Tomorrow is my exam , so will this method will give me full marks , if I do this perfectly in exam ?

Thanks you sir :: bhut Acha Aapka technique hai batane Ka mujhe to Pura samajh me aa gya hai

Sir, the sign convention for b.m.d is somehow confusing . How can you use this sign convention for final moment? Can you please tell me?

Great work.. bring more topic..your videos help a lot

Bhai bhut accha samjhate ho aap chije ...Bhut acche se smajh aagya bhai aapse...You are doing so well bro and keep it up 😊👌🏼👍🏼

Thank you so much for this easy explanation ☺️☺️☺️

thankYou so muCh , u r the best, advance rcc me smjh nhi aa rha tha mdm table , bahut bahut thankyou , ab exam me bn jaYega

Sir jo aaj tk samaj nhi aaya wo aapne in 17:26 minute me clear kr diya. Thank you so much sir.

Wowwww aap best ho Sirrr ....kitta sahi padhate ho aap mujhe sara achhe se smjh aya ❣️😍

Sir please say me the formula for stiffness for fixed support 4EI/L is right or wrong

bhai gajab ho tum yrr maja aa gyi ek baar me hi samj aa gya sara🤘🏻🤘🏻👌👌🙏🏻

Really great video solved all my queries!!👍

sir u r awsme thnk u soo mch for creting dis videos tomorrow is mah exam nd dis video relly helped me a lot love u sir ji

I appreciate your teaching skills. I am able to solve MDM and SDM because of you. thank you!

Thank you for telling such an easy way

How did u get sigma k value?I value nahi diya tha na humko 5i/12 kaisa aya?

Sir jo video m aapne ek note btya h ki.all interior support are consider as a fixed iska mjhe doubt lag rha h .aap bta skte h ki kaha se aaya h ye note plzzzzz

Thank you so much sir........hume bus esi hi tarah systematically notes dete rahiye.......smjh toh hum bhi lete hai..... Ab hume school me teachers padhate toh hai lekin systematically nahi likhwaate hai........aapne bahut ache se bataya uske liye thanks...sir.......esi hi tarah video batate rahiye.

very good explanation about moment distribution method, Thanks

Really excellent teaching tqqq soo much bro

Thank you helped me a lot during exams

Absolutely fantastic job keep it up👏🏻👏🏻👌🏻

Awesome sir ,,,thnx alot....thk u very much....

Thanku so much sir...u have cleared all my doubts...😊

Thank you so much bhai ye bohot hard lag rha tha nikalne ko ✌

Very nice sir. My all doubts got cleared

Very great explanation... I understand all the concept...plz make such more video and thanks for helping bro

Moment distribtin method me sink wala jo prb he usme EI=Constant he to EI k jgah konsi value leni he plz suggest me

Its very helpful lecture Before i see. i thought structre analysis are too hard but after to see this lecture... This subject become easy for me

Sir in calculating the DF of second span 0.3/0.55 =0.54 will come and 0.45+0.54=0.99 not 1 so it is correct or wrong??

Sir ek doubt hey hum fixed end Ko Wab/l. formula kyu use karrey Wo tho simple support Ko use kartey na

Will it cover all topics in moment distribution method like portable frame with no side sway, with sway, inclined member

Thank u so much sir.... Nice any easy method

masth chepinaav kaaka....... superooo super

Bhut aache se solve kiya h bhai

Thanks Brother for making this video 🙏❣️

Vai Dil se bol raha hu ..you r great 😍😍😍😍

Sir or video bnao mujhe som pdna he gate ke liye civil branch he sir you are the best teacher always

can we use this method to solve portal frame numerical by mdm

movement distribution method achhi tarah aagaya sir thanks

Thank U Very Helpful for ur video

Great explained 👍 God bless u yogendra...thanku u so much🙏❤️

This is the first time i am watching your video and subscribe immediately after watching it

sir inderminate structure me simply supported ko fixed manenege kya....or hinged me stiffness ka formula 3I/L hoga kya.......

Ager A per clockwise & B per anticlockwise moment consider kr tai h to BMD change aa raha h correct consideration kya hoga ???

This is my first comment on RU-vid and I extremely liked this video. Thanks for the info bro. Keep going ❣️

Very good and polite way sir

Very thanks sir Now i got all concept clearly.

Thanks a ton!!! It really helped a lot....

aaj Sahi se samaj me aaya h , thanks sir please upload new numericals

Agar simply supported beam hoga toh stiffness kya hoga please btaiye sir

thank you so much sir..no words to explain your talent.

So nice teaching thanking for geving these wonderful Lecter sirrr

Thanks u bhai , super keeping going 😎

Thanku so much sir...mera parsu paper hai ..abhi tak samj nai aya kahin pai .. Aaj humne saara padliya moment distribution method Allah bless u ..keep doing these kind of good works With regards Mir Mohammed Umar

Excellent wonderful explanation eventho normal student understood easily thanks for making video

Easy understood hogaya bhai ,tqsm 🙏

Kaash ye video pichle semester me Mila ho. Thought I cleared this subject in first attempt but still aaj Jaa ke samajh aya. Thanks a lot sir

So good video, i am satisfy in only one time see this video. Welldone 😊

Thank you so much Sir the table solving is now very clear.

Thank u bro thats really an use full explanation