My lecturer couldn't give me this much understanding kudos man
@sathamhussain74244 ай бұрын
Enna d monna solra 😕
@kavyashree9604Ай бұрын
Finally i got best. Video out of all other videos 🤗 thanks
@sakethgoudail2806Ай бұрын
Thank you sir i cleared my backlog with your teaching Bealted happy teachers day sir🎉
@structuralanalysisanddesignАй бұрын
I am very happy that you have cleared your subject, keep supporting, thank you for the wishes, god bless you
@mohammedmohammedsuliman96146 ай бұрын
AM watching you from SUDAN thank you .
@structuralanalysisanddesign5 ай бұрын
Thank you so much for watching, keep supporting, all the very best
@thebossff60743 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
@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 Жыл бұрын
Thank you so much for this feedback, it means a lot to me, keep watching and sharing
@tashatariku63324 ай бұрын
i'm watching u from ethiopia thank u
@thephenom913710 күн бұрын
Sir in my exam a question came in which I had to analyse a frame using moment distribution method. But I got confused as, in question it was written that all members have equal flexural rigidity but in diagram one member had different moment of inertia . So what should be done in such situation.
@murimiraphael Жыл бұрын
sir watching you from kenya .where should we apply 3i/l and i/l ?thankyou
@Itz_Pawangoled4 ай бұрын
Sir why did u take BM of -ve value upside
@saikrishnasoma2 ай бұрын
thank you sir i am cse but i can easily understand your lecture
@tokedeiseoluwa4137 Жыл бұрын
Really helpful...Thanks
@gumingollo144410 ай бұрын
Only needed this video to understand everything in 12 min😌😌👍
@structuralanalysisanddesign10 ай бұрын
Thank you for watching, keep sharing and supporting
@ounie62307 ай бұрын
Thank you for this video sir
@ViratKumar-zr2jn Жыл бұрын
Good explanation
@structuralanalysisanddesign Жыл бұрын
Thanks for liking, all the best
@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
@roxxgamer9213 Жыл бұрын
Thank you so much sir 🙌🏻🥺❤
@structuralanalysisanddesign11 ай бұрын
Welcome, all the best, keep watching and supporting
@leex.x5713Ай бұрын
Thank you for this
@structuralanalysisanddesignАй бұрын
Thanks for watching
@subhrajitdeb21287 ай бұрын
Thanks a lot sir❤
@structuralanalysisanddesign5 ай бұрын
Welcome, all the best
@HumphrenceOjiambo2 ай бұрын
nice one but i was suggesting that when you draw the moment diagram its should passes inside the semi circle of FEM BC
@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 KZbin,, 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.
@mihrabanjabar16078 ай бұрын
Thank you 🙏 ❤
@structuralanalysisanddesign8 ай бұрын
Welcome, all the best, keep watching
@rajkamalduarah29044 ай бұрын
Hats off to you man
@mohannadules24062 ай бұрын
What will be the value of the distribution factor at points B and C if the reactions on these points are fixed?
@AKOLTGIIR Жыл 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?
@door767126 күн бұрын
Sir how would you know how many times to do COM Balancing
@creative-nb1vz3 ай бұрын
What are the method to solve indeterminate structure and what are they ?
@yakubuibrahim-u3z6 ай бұрын
Thanks you very much
@structuralanalysisanddesign5 ай бұрын
You are welcome, keep watching, all the best
@razzpiyushmehta3905 Жыл бұрын
Thankyou sir❤
@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
@civl1123 ай бұрын
why can't we just integrate the load w(x) twice to get BMD?
@Thebrokegenius-h2o3 ай бұрын
thankyou
@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
@sonamlhamo2078 Жыл бұрын
Sir, why is your 17.292 kn m more than 22.5kn m?
@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🙏🙏
@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
@binulbhattarai7797 Жыл бұрын
sir can you please do frame problems
@MR.Volog96 Жыл бұрын
Chimney ka or slop and deflection method sir
@legalshot8162 Жыл бұрын
Plz upload strength of material 1 problems
@Allinone-hf5uu4 ай бұрын
When 3EI / L coming ???
@BChandrika126 ай бұрын
Pls upload Approximate methods😢
@abdulraheemlawal95428 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
@J0RDYPLAY7 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