Problem 1 Stiffness Method | Structural analysis - 2

Problem 1 Stiffness Method | Analysis of Indeterminate Structures By Displacement Method [ HINDI ] Structural analysis - 2
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[@Vivikanni]

Sir, what u said was absolutely right but for unit displacement always use the value 2EI/L irrespective of the support

[@geostructureacademy]

His process is absolutely right. But He shouldn’t have assigned different points on supports. Like 1, 2, 3, 4. He should have derived the coefficients such as K11, K12, K21, K22. That is to say K11 first coordinate effects on first coordinate. K12 1st coordinate on 2n ordinates....etc...

[@akhlaquehusain9579]

Sir trust me, you are 5 times better than our faculty

[@Mujahid__04]

Acha meri jaan yaha bhi Tapak gya Don dfr Gunda 🥰

[@kimk1784]

Well, unit displacement for any support either be fixed or hinged should be 2EI/L. You said its zero for fixed support. The finding of the stiffness method could have been directly solved by only considering the 2 co-ordinates. Like for co-ordinate 1 as K11=4EI/4+4EI/4(force developed at co-ordinate one due to unit displacement at co-ordinate 1) and K21=2EI/L(force developed at co-ordinate 2 due to unit displacement at co-ordinate 1). K12=2EI/L(Force developed at co-ordinate1 due to unit displacement at co-ordinate 2) and K22=4EI/L+4EI/L. Ur method of analyzing is not very accurate even though you might have got the answers.

[@RiteshKumar-pu3gp]

Bhai wo point 1,2,3,4 jo starting m btaya hai wo bhi glt hi hai k11, wala extra point kaha s aa gya jbki 2 hi cordinate hai 🤔🤔🤔

[@idolvlogger6014]

Thank you bht hi achhe se samjhaya apne asha kartahu next video vi achhe se samjhayenge

[@unnatijain6784]

Awesome video sir... Can't get any better video I had no idea of what Stiffness matrix means but you made it so so easy. Thankyou so so much sir Thanks a lot

[@somashiva2831]

U r ultimate bayya.....👏👌👍

[@snehaaa9080]

Thank you 😇🌻

[@ahmedhyd867]

Thank you very much explaining in detail stiffness method example. How to solve this same example if there is moment and upward load at point B or C

[@sakshi3795]

Excellent explanation thank you sir 🙏

[@nishathtabassuma3676]

Excellent explanation 👏👏👏

[@shaikhadeeb231]

Trust me, you're 5 times better than our faculty 🤍

[@khushaljadhao9283]

Very good explanation Sir 😁😁

[@khushaljadhao9283]

You are great 👍👍

[@aecclasses1573]

Plz don't misguide students, Far end is fixed then carry over factor is 1/2

[@Exploring_infinities]

Thankyou so much sir your vedios are really helpful

[@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

[@ambujkumar3478]

Why is there only few subscriber... Great teaching sir..Overwhelmed.....

[@saisaketh1457]

Super explaination sir really awesome thank you so much

[@nitinsahu953]

Bhut badhiya.

[@Hustle9819]

bhiyya in hinged support there is 2 forces are acting 1. vertical 2. horizontal, moment is zero at the hinge.

[@TusharDhabade_22]

Thankyou sir! This thing helped a lot

[@shaikasif9954]

5:30 sir, there's something wrong what you taught..if far end fixed, moment will carry by half and if hinged it is zero..you said in reverse manner ..

[@SonuGupta-yh6nz]

Thanku so much sir🙏

[@dkshortvideo7927]

Bhai Maxwell reciprocal theorem ye bolti h h ki if f21=f21 but aapka to equal h hi ni ???

[@suryatapadas9006]

EI constant hone pr wo final moment calculation k time eliminate hojata hai kya sir?

[@PawanKumar-yh8bf]

Awesome poora a2z samaz aaya 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

[@PawanKumar-yh8bf]

@@GaneshShegar offcours

[@cutenfanny3229]

thx man......love from Bangladesh

[@GaneshShegar]

🥰🤗

[@cutenfanny3229]

do u have any video on Flexibility Method for structural analysis?

[@chaitanyapanavkar1120]

Check videolist

[@Gaikwad-1212]

Sir but FEM AT DC SHOULD BE BELOW AXIS BECAUSE IT IS -.14

[@pyare114]

Thnk u so much srji for other units video of sa2

[@jeetkumarpresents5456]

sir while drawing net BMD there is negetive value for MDC (-0.14) but you drew it above the neutral axis , isnt it that this value need to be drawn below neutral axis at point D ? .. plz give the answer sir ..

[@gp786]

BMD mai daigram upar hi banta h .

[@BasudevChaudhary]

Thank you so much sir

[@mkwrites280]

Jab aik side fix ho our dosra side hinge or roller ho fixed pai zero aou hinge pai 4EI/L yar jab overhanging ho is pai kia aya ga

[@suvambhattacharjee1642]

mast admi

[@RakshitSharma207]

Thanks brother

[@trendingbeats1244]

Well understand sir

[@haimantidas843]

It was very very helpful. Thank you very much

[@prashantgawali6562]

Thank you sir ! ❤️❤️❤️❤️❤️

[@im_rishhii]

thanks a lot sir

[@samyakambade4608]

Sir please reply. Agar rotation anticlockwise lu to 4EI/L aur 2Ei/L minus lenge kya???

[@raghvendradhurve8351]

Sukriya brother,

[@billionairemantras]

Mujhe lagta hai K11 zero nahi aaega bhai aapne galat solve kiya hai please is correct kre. And thank for your effort.🙏keep uploaded educational video

[@GaneshShegar]

Book se Compare mat karo unke steps alag hy Book Mai K11 sidhe Usi point pe lete hai jis point pe Rotation Apply kiya hai. At the end Matrix Dekho same hoga Book ka Question is Video ke Method se solve kr Ans 💯% right aiga

[@SeekTheTruthAndTruth]

Completely reverse notations

[@anjalinautiyal921]

But sir stiffness matrix mai ya flexibility matrix mai diagonal element kbhi zero ho hi nai skta..... Aur syd jahan pr far fixed end tha wahan pr 2EI/l aana tha aur jahan pr far hinge end tha wahan pr zero hona tha......

[@gayatri7038]

Thnxx thnxx alot sir😊

[@samsamir7493]

in stiffness matrix you tell that k11 is 0 means according to you sir the effect of coordinate 1 at the first point where there is fixed support value will be zero but in the book which i use that is ss bhavikatti it does not take the value 0

[@GaneshShegar]

Same na if they does not take that's means it's 0 .. I'm explaining why Book's Doesn't take [ Book's don't explain why they are not taking it ] I'm explaining u have to take it But just bcz it if Fixed it Becomes 0

[@samsamir7493]

sir can u give me your watsapp no.

[@samsamir7493]

i will send you a pic of that question which i cannot understand in which the take value of k11 not equal to 0 but they solve it

[@samsamir7493]

and they also take value of k11 some other value which ia not equal to 0 although there is fixed end

[@GaneshShegar]

I request u to follow any one method from Start to end ... If u r using my method. Apply it from start to end.. and then check ans of Book that will Definitely Match Different Book's Use different method to Solve Follow any 1 from start to end [ But Final Ans will be Same ]

[@risedesignbuild6547]

thanks bhaii by sanjay datt

[@the_flattering_focus]

Our professor told this process wrong ! Can you plz tell me the reference you followed, so that i can show that to the professor 🙂

[@anithapasunuru744]

Good explanation sir..

[@sourabhahlawat681]

chutiya kat gaya tumhara

[@indrajeetupadhyay6759]

Thank you

[@mahadevaprasadm7086]

Thankyou 🙏🔥

[@Exploring_infinities]

Overhanging beam k case m kaise solve hoga sir

[@MrSinghSingh-b8b]

Sir aapne steel structures -2 kyu nhee padaya humko uske bhee lectures chahiye the hmare exam aane vale hai or youtube per koi bhee nhee pdha rha hai 😔

[@sahilsoni8465]

Sir if I value is gives for different members like I for AB is 2I then we have to multiple with 2

[@kK-rs4qn]

Good for understanding but sir why take k21 for making 2*3 matrix and decrease it to 2*2 matrix

[@GaneshShegar]

Go in Format of A B C D ... 1 2 3 4 respectively .... If it is 0 than Write 0 there at the End Finally it will cancel out ... But at least There will be no Confusion Why A point is not taken

[@sarvjeet4488]

You take it bro

[@abninavbisht8448]

Anticlockwise moment ko +Ive b le skte hai Kya???

[@ashvinikushwah4854]

Please sir make a video on column anology method

[@laxmanaswamy9978]

Tq sir greate effort really sir

[@sourabhahlawat681]

chutiya hai ye aadmi galat padhaya sab

[@mkwrites280]

Bro overhanging beam pai kia ajaya ga

[@yashkothari3119]

Sir..RCC & DSS ke example karva do...ESE mains ke liye....

[@sarvjeet4488]

Sir why we take opposite sign

[@vikasshinde1660]

there are some mistakes in stiffness matrix method from your side plz rectify it.

[@mohammadyahiyakhankhan1379]

How we come to know symmetric and eccentric point load while it is given question

[@mahammadhaimadbendegumbali5615]

How to apply practically...? Show me any examples....

[@pyare114]

Sir consist deformation method pr v video bnao plz plz..

[@greatmindsgreatpeoplegmgp9237]

Please can we get English version

[@Dip0709]

But we have been taught that value of k11 is 4ei/l

[@lakshmijayakumar7326]

Can you pls do a video on Kani's method

[@krunalraut3380]

Thanks sir

[@sahilsoni8465]

Sir plz do one more question on overhang beam 🙏

[@saadhasan5831]

thanks sir

[@aniketpopatraofulgame3107]

What is the value of deflection

[@mohammadyahiyakhankhan1379]

Problem abc mein nahi kiya kya sir last time abc mein diya hai

[@sabarimathim1561]

One doubt ...sir y u take WL/4 sir in diagram (fixed end ) and also WL^2/8....but this point load value WL/8 and WL^2/12

[@sabarimathim1561]

And udl

[@nishathtabassuma3676]

Point load for fixed end moment is wl/8 ,but in BMD, wl/4

[@dakshayanimandade8301]

K inverse nikalana padta hain kya isme?

[@95harshjoshi]

❤

[@PRINCEMAURY]

good

[@iftekharuddinmunna2168]

Sir i have a problem... How can i contact with YOU???

[@kartikkaushik3837]

Jb 2 coordinates h to 3*3 ki matrix ku bhyiii

[@dataaccount1699]

wrong explanation according to me

[@Bhumika2499]

Sir sinking of support par bhi video banaye na .

[@GaneshShegar]

It's there:- kzbin.info/www/bejne/mqWoqWekpdFlms0 Plz also check playlist Carefully everything is there:- kzbin.info/aero/PLYo9pk0CURkt4PYlyp0qCudKRe5bYdNsV

[@harishbachhav129]

👌👌

[@samsamir7493]

sir please tell what is solution for this

[@AKIRONMANN]

Our sir did in a different way ?

[@GaneshShegar]

There are so many ways you can choose any one which is easier

[@soumyaranjansahoo8320]

I guess far end value is 3EI/L in stade of 2EI/L

[@Manuslife7]

Sir 100 kaha se aya..?

[@pyare114]

Method of strain energy v sr

[@roymukoma2377]

i wish you could do it in english

[@nazeebjagirdar2665]

❤️❤️👍

[@-Civil-by6mm]

Where is the EI value

[@user-kn8fw5ky1o]

only Lord ganesh can help me pass my end sem

[@engineersadda5485]

Kyu galat padha rha bhai... Jb far end fixed hota h toh COM M/2 aata h...

[@atulkujur9896]

bhai isko pdh ke ane bol aye bye kuch bhi bta rha hai khud ka hi concept clear nhi hai iska .dusro ko galat galat pdha rha hai

[@mohibulislam7068]

Tqs..

[@wasimmulla241]

Stiffness approach method plz sir

[@deeprajpanwar4860]

EI CONSTANT MEAN WHAT?

[@GaneshShegar]

In some Questions There is Written 2I ... 3I ... 4I Between Members of AB BC CD ... If nothing is Given that's means u have to consider Constant EI

[@atulkujur9896]

elastic rigidity

[@atulkujur9896]

material and size ki property batata hai

[@robinmichael3169]

english la puluthi

[@madhusudhanreddy4259]

Em cheptunnavu ra erri hooka

[@poojashete7022]

Thank you sir