My lecturer couldn't give me this much understanding kudos man
@sathamhussain7424
3 ай бұрын
Enna d monna solra 😕
@kavyashree9604
12 күн бұрын
Finally i got best. Video out of all other videos 🤗 thanks
@thebossff6074
2 ай бұрын
Thank you sir for such helpful video.
@armaantotti4820
Жыл бұрын
thanks sir i learnt from U (after Allah) a RCC Videos Nd I Understood clearly dis video of moment redistribution plz do 4 us A more Engineering videos including estimation
@saikrishnasoma
Ай бұрын
thank you sir i am cse but i can easily understand your lecture
@Itz_Pawangoled
3 ай бұрын
Sir why did u take BM of -ve value upside
@OscarMartinez-od3wx
Жыл бұрын
I can solve any beam and frame just only with relative stiffness. It is so effective. 👌🏻
@rahulpanewar6358
Жыл бұрын
Sir your teaching skills are just osm...👍🙏
@structuralanalysisanddesign
11 ай бұрын
Thank you so much for this feedback, it means a lot to me, keep watching and sharing
@tashatariku6332
3 ай бұрын
i'm watching u from ethiopia thank u
@murimiraphael
11 ай бұрын
sir watching you from kenya .where should we apply 3i/l and i/l ?thankyou
@mohammedmohammedsuliman9614
5 ай бұрын
AM watching you from SUDAN thank you .
@structuralanalysisanddesign
4 ай бұрын
Thank you so much for watching, keep supporting, all the very best
@leex.x5713
25 күн бұрын
Thank you for this
@structuralanalysisanddesign
13 күн бұрын
Thanks for watching
@HumphrenceOjiambo
29 күн бұрын
nice one but i was suggesting that when you draw the moment diagram its should passes inside the semi circle of FEM BC
@mohannadules2406
Ай бұрын
What will be the value of the distribution factor at points B and C if the reactions on these points are fixed?
@ViratKumar-zr2jn
Жыл бұрын
Good explanation
@structuralanalysisanddesign
Жыл бұрын
Thanks for liking, all the best
@tokedeiseoluwa4137
Жыл бұрын
Really helpful...Thanks
@gumingollo1444
9 ай бұрын
Only needed this video to understand everything in 12 min😌😌👍
@structuralanalysisanddesign
9 ай бұрын
Thank you for watching, keep sharing and supporting
@deekshantsharma2272
Жыл бұрын
Sir upload more moment distribution method questions... And many other methods
@structuralanalysisanddesign
Жыл бұрын
Sure I will, Kani's method i will upload soon
@AKOLTGIIR
10 ай бұрын
Sir there are situations where we can do only one balancing and carry over....and up to four balancing and carry over sometimes, do you please mind elaborating on these two?
@ashokkumaryadav6477
Жыл бұрын
Thanks a lo for cristal clear explanation.
@structuralanalysisanddesign
Жыл бұрын
Thank you so much for appreciating the lecture, keep watching and supporting
@Sahil-pl2vf
Жыл бұрын
@@structuralanalysisanddesign sir we use to watch your videos before exams,,and your videos are the best we can find on KZitem,, thanks a lot sir we passed RCC and structure because of you🙏🙏
@structuralanalysisanddesign
Жыл бұрын
I am very happy that you have passed your RCC exam, thanks for watching the RCC videos, God bless you, keep watching and keep sharing so that maximum students will be benefitted with the videos.
@rajkamalduarah2904
3 ай бұрын
Hats off to you man
@roxxgamer9213
10 ай бұрын
Thank you so much sir 🙌🏻🥺❤
@structuralanalysisanddesign
10 ай бұрын
Welcome, all the best, keep watching and supporting
@mihrabanjabar1607
7 ай бұрын
Thank you 🙏 ❤
@structuralanalysisanddesign
7 ай бұрын
Welcome, all the best, keep watching
@subhrajitdeb2128
6 ай бұрын
Thanks a lot sir❤
@structuralanalysisanddesign
4 ай бұрын
Welcome, all the best
@civl112
2 ай бұрын
why can't we just integrate the load w(x) twice to get BMD?
@creative-nb1vz
2 ай бұрын
What are the method to solve indeterminate structure and what are they ?
@BRane-mo9wx
Жыл бұрын
Sir, why the value of i is different for all three span????
@structuralanalysisanddesign
Жыл бұрын
If the material used is different there will be different I values
@ounie6230
6 ай бұрын
Thank you for this video sir
@mohrieanas
Жыл бұрын
Thankyou i have exam tomorow and am going to pass .
@sharathmn1275
Жыл бұрын
Sir, when we taken only EI/L in stiffness steps
@Thebrokegenius-h2o
2 ай бұрын
thankyou
@santoshbanakar2593
Жыл бұрын
Sir pls complete the AIS syllabus within January
@structuralanalysisanddesign
Жыл бұрын
Slope deflection method is already uploaded, kindly watch those videos and also will upload more on moment distribution method and also Kanis method, keep watching and sharing
@Sahil-pl2vf
Жыл бұрын
Your videos are very helpful sir🙏🙏
@sonamlhamo2078
Жыл бұрын
Sir, why is your 17.292 kn m more than 22.5kn m?
@razzpiyushmehta3905
Жыл бұрын
Thankyou sir❤
@Allinone-hf5uu
3 ай бұрын
When 3EI / L coming ???
@surajbhagat1741
Жыл бұрын
Hello sir lekin apan ne yaha pr toh reaction solve hi nahi ki BMD keiye?
@structuralanalysisanddesign
Жыл бұрын
Hello, ha reactions calculate kiya nahi hai, par BMD ke liye reactions ki koi jaroorat nahi hai, SFD ke liye reactions lagta hai woh maine slope deflection method mai explain kiya hai, please watch the slope deflection videos
@MR.Volog96
Жыл бұрын
Chimney ka or slop and deflection method sir
@legalshot8162
Жыл бұрын
Plz upload strength of material 1 problems
@binulbhattarai7797
Жыл бұрын
sir can you please do frame problems
@user-yj1er8um1g
5 ай бұрын
Thanks you very much
@structuralanalysisanddesign
4 ай бұрын
You are welcome, keep watching, all the best
@BChandrika12
5 ай бұрын
Pls upload Approximate methods😢
@abdulraheemlawal9542
7 ай бұрын
A Continous Beam ABCD 20m long is Loaded is shown: AB = 8m BC = 4m Cl )=8m. moment of inerba AB = 2I , BC = 7 , CP = 2I there is a Uniform distributed Lood of Iskallon Older Span AB and BC. On CD There is a point Load of 40kW at I'm from D. The End "A is fixed and D is Supply Support. During loading Support C Sinks by Jam Draw The the Shear force And Bending Momant diagram = 2x204/kal/cm² I=1600cm 4 Takes E 40k A B4 I C 27 8m 4m 8m 2.
@MR.Volog96
Жыл бұрын
Dam ka question samjhaye na sir
@J0RDYPLAY
6 ай бұрын
Padako.......😂
@dadashorts1777
Жыл бұрын
Sir phone nos pkease
@SanthoshKumar-mn6zx
Жыл бұрын
Thx for this😭❤️🩹
@structuralanalysisanddesign
Жыл бұрын
Welcome, I hope you will score good marks, all the best, keep supporting
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