Problem 2 Moment Distribution Method | Structural analysis - 2

Problem 2 Moment Distribution Method | Moment Distribution Method Working Rules | Analysis of Indeterminate Structures By Displacement Method [ HINDI ] Structural analysis - 2
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#StructuralAnalysis2Tutorial

[@travelshetty9332]

Am happily giving this comment, actually I had failed in subject structural analysis 2 and u know I was really afraid of how to pass this subject, bcz of this man I clearly understood the actual concept. I swear I didn't understand this subject even in my classroom. A hearty thank you sir for helping me.. . . ❤❤❤❤❤❤

[@rashidkalimbo2451]

SORRY, just keep on revising with these online teacher, I'm sure you'll pass after doing your referal, I'm also one of student who will be soon examined in this subject and like you I didn't understand anything in my class but now I feel like getting everything after taking my revision with these omline lecturers...

[@travelshetty9332]

@@rashidkalimbo2451 I got passed ☺☺

[@boringtrade]

Very nice explanation bro not even the teachers explained this well. Thankyou ❤

[@vibhore9624]

Thanks a lot, for Valuable information about far end over hang or cantilever (10 : 50 to 11 : 13) 👍

[@sumeetchavan8904]

Sir you are great you teach so well that i feel the toughest method very easy, it's only because of you. The way of your teaching is fantastic and fabulous that it becomes very easy and interesting for me. Sir thank you so much for making such a nice vedio and best explanation. ❤❤👍🙏🙏👌👌

[@SSSShrujanShetty]

Supply hai bhai apnaa. Pass hone ka jyoth jalii😊

[@BTCIVKaranKantBasisth]

solid ,no nonsense structural analysis tut,thanks for this

[@Structural_analysis]

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

[@avinashgoswami5261]

Thank you sir ji...bahut achha samjhaye...maja aa gaya.

[@KIRAN-1807]

Tomorrow @ (13-03-21) ! Is my SA 2 exam! Your information is very usefulll 🖤

[@Nanak456]

Super..... fantastic ..I'm easily understood...

[@fayazkhan3415]

tq for making me understand easily

[@taqaduswani3074]

Sir thank u for all lectures very very thank u

[@mughalujakhalu2639]

Sir, what will be the free bending moment diagram formula for uvl. And also how will the bmd diagram look like for uvl. Your teaching was also the best one.

[@Structural_analysis]

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

[@khushaljadhao9283]

Thank you so much sir ☺️☺️

[@reshmarajkarishmaraj7863]

Thank you so much sir🙏✨

[@kushagrabhardwaj3737]

sir kindly make video on muller brussle principle as soon as possible as I have exam in June itself.

[@tejarajrathod8151]

Thanks sir super explanation

[@er.deependrashrestha1058]

You haven't release the moment of hinge support B. and the carry over factor will be only toward DC member from CD member as hinge support at B don't act as a intermediate support, since there is a overhanging beam AB. Final Moment should be as follows: MAB = o; MBA = 30; MBC = -30; MCB = +30.36; MCD = -30.36 and MDC = 29.58 Kn-m.

[@naveedladha4211]

That's what i was wondering Cz the B support is a hinge support which doesn't take part in carry over

[@surykantchaudhary5138]

Right , since B is hinge suport so it's COF is zero and no moment will transfer from C to B

[@shashanknaik7251]

Thank you so much sir.

[@yashijain2132]

Can u please show SFD And BMD of this

[@deepalisharma8946]

Thankyou so much

[@Structural_analysis]

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

[@tanmoysahoo2381]

Can you please reply me why fem at BA is not equal to wl*l/12 , like what is the general formula we use for udl, why that formula isnt applicable for free end

[@lapislazuli5020]

because it is a cantilever. So DFba would automatically equal 0.........but there is a moment on the left side of joint B , which would be regular force*distance = 15*2*(2*1/2)= wL*(L/2)

[@Kolistaryt]

Bro iska sfd or bmd bhi draw kr do

[@shambulingab.d5188]

Bravo ❤️

[@rajchakradhar9678]

thanks a lot bro

[@mbglofi]

NYC teaching

[@soumenroy6203]

Please draw SFD and BMD on this problem, make video on this topic

[@mustafajarman1331]

Bhai agar roller support ki jagah hinged support hota,to bhi kya yahi procedure follow karte?

[@Coloursss27]

Sir, at 3:18, fixed end moment ke formula me, upon me 12 kyu nhi liya as always and as written in the formula? Please reply.

[@rohitku99]

Thank you

[@eklavyaprajapati2899]

sir ek choti video create karke .. iska bmd & sfd bna do . please sir .. 🙏

[@mohammadyahiyakhankhan1379]

Show mdm problem by cantilever method

[@ameeruddin_islamic_shayri]

sir but in the first portion there is udl so there for F.E.M Wl²/12 should be

[@pgamerz978]

sir i am facing problem in one question and solved many times but i didn't get my ans please sir tell me how can i contact you please sir solve my problem

[@Erkrishnavyas]

What tell me if I can solve

[@rajenderkumar9554]

Far end roller but why did you consider as continuous support

[@abhishekgarud7016]

thankyou brother , bro can u suggest me standard booklist for upsc civil engg.plz

[@amankannoje3985]

Sir transverse load ka height of diagram nikalne ka formula kya hota hai

[@zaidjamal4328]

Sir please upload video without vdl for four points

[@vijaya..5758]

Bro. ....u did a mistake at 8:47 mins u didn't put the square to 2 (b²) ...but other all good..🤗🤗

[@sindhukrishnan4917]

Tqsm sir

[@yasirbutt4305]

Thank bro

[@parimalvsv6126]

Sir , slope deflection me jo assumptions kare the ki FEM me sab fix end samjna he ... Vo moment distribution method me nai hota kya ? ...bcoz aapne over hanging me zero kara he ???????? Please answer

[@GaneshShegar]

Slope deflection and moment distribution method both are different. Don't mix it, follow there own working rules

[@parimalvsv6126]

Thank you sir 😊 thank you so much ❤️

[@kauleshwarmahto7369]

Sir MfAB jo aap +30 likhe hai usme thoda samjha sakte hai sir nhi smjh me aa rha h

[@miaparagas3847]

What if i have two overhangs on both sides and two hinges in between? Sorry couldn't understand well ur explanation on K since it's not english...

[@Sharu_Official818]

Can u show how draw udl digram for this problem

[@lapislazuli5020]

your Kbc AND Kcb should be the same. 3/4(i/L).......either way you still get DF=1 for joint B memberBC

[@pranavanand5648]

Sir RCC pe video banaiye

[@manoVbloge87]

Maximum bending moment kon batayega

[@rafiabashir8960]

Sir,, B-A kyu hum point load mai convert karte hai....

[@syedrehan-jz2zx]

Sir BMD OR SFD

[@chahatinstituteofcivilengi2388]

Thanks👍👍☺💐💐☺💐☺💐👌sit

[@khushaljadhao9283]

❤❤❤

[@Sathishsathish-yx7vf]

Can you draw bmd and sfd for this,if possible

[@avy948]

Wowwe

[@mdumartalib270]

Sir plz draw SFD and BMD of UVL part plz because I don't know to draw this

[@mohammadyahiyakhankhan1379]

Sir you had not drawn bmd and sfd for this problem

[@saarohsingh1078]

sir kbhi concept bhi btaya kro.isse thinking to kbhi develop hi nhi ho paegi

[@shivamchaudhary244]

What about SFD and BMD??

[@mohammadyahiyakhankhan1379]

Iska Sfd and Bmd draw kaise karen video for this exam

[@sudipchodry498]

MDM ka aur examples me banay na video

[@surykantchaudhary5138]

Wrong calculations in moment distribution table, 25:28 since B is hinge suport so it's COF is zero and no moment will transfer from C to B

[@sunidhidhiman9726]

Please share bmd and sfd diagram for this problem

[@Structural_analysis]

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

[@sudipchodry498]

May 19 ka bhi example Lona sir pls

[@OO-dy3gd]

Mcd me error?

[@pegasus6155]

UDL load kN/m hota hai

[@137abhishekdattukatke7]

Next part

[@shivshaktikumar4892]

1st

[@rajshekar-nm3fh]

Carry over to B is blunder

[@mohammadyahiyakhankhan1379]

Diagram nahi draw kiya exam mein diagram kaise draw karu

[@tajamuljavaid5673]

Anybody who made BMD and SFD Please share the image

[@soubastian3481]

Can you translate it on english language.

[@RohitKumar-ic4js]

go watch firoz nadaf s video...he explains in english and much better than this

[@AkashVerma-hh9th]

Mera SA2 exam achha nai gya😭😭

[@siddheshsadale4073]

Bhawa sa1 sathi banav na yarr golden la jail aata

[@GaneshShegar]

Hai na Pura SA-1 :- kzbin.info/aero/PLYo9pk0CURktTDrTMM2qXAo2-tiEEoAnq

[@devgupta1217]

@@GaneshShegar sir for extreme support case DF is one for roller or hinge support but in this question you took zero value of DF for member BA. Is it correct?

[@mukul3437]

0.seventy six nahi hota bhai, that's 0.seven six

[@arshiyabagayat9091]

Thank you so much sir...👍

[@indrajeetupadhyay6759]

Thank you

[@Structural_analysis]

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