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
@@structuralanalysisanddesign sir we use to watch your videos before exams,,and your videos are the best we can find on TH-cam,, thanks a lot sir we passed RCC and structure because of you🙏🙏
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.
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?
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
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
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.
Finally i got best. Video out of all other videos 🤗 thanks
My lecturer couldn't give me this much understanding kudos man
Enna d monna solra 😕
Thank you sir for such helpful video.
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
thank you sir i am cse but i can easily understand your lecture
I can solve any beam and frame just only with relative stiffness. It is so effective. 👌🏻
Sir your teaching skills are just osm...👍🙏
Thank you so much for this feedback, it means a lot to me, keep watching and sharing
i'm watching u from ethiopia thank u
Only needed this video to understand everything in 12 min😌😌👍
Thank you for watching, keep sharing and supporting
AM watching you from SUDAN thank you .
Thank you so much for watching, keep supporting, all the very best
Really helpful...Thanks
Hats off to you man
Sir why did u take BM of -ve value upside
Thank you for this
Thanks for watching
sir watching you from kenya .where should we apply 3i/l and i/l ?thankyou
Good explanation
Thanks for liking, all the best
nice one but i was suggesting that when you draw the moment diagram its should passes inside the semi circle of FEM BC
Thanks a lo for cristal clear explanation.
Thank you so much for appreciating the lecture, keep watching and supporting
@@structuralanalysisanddesign sir we use to watch your videos before exams,,and your videos are the best we can find on TH-cam,, thanks a lot sir we passed RCC and structure because of you🙏🙏
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.
Sir upload more moment distribution method questions...
And many other methods
Sure I will, Kani's method i will upload soon
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?
Thank you so much sir 🙌🏻🥺❤
Welcome, all the best, keep watching and supporting
Thank you for this video sir
Thank you 🙏 ❤
Welcome, all the best, keep watching
Thankyou i have exam tomorow and am going to pass .
What will be the value of the distribution factor at points B and C if the reactions on these points are fixed?
Thanks a lot sir❤
Welcome, all the best
What are the method to solve indeterminate structure and what are they ?
thankyou
why can't we just integrate the load w(x) twice to get BMD?
Thankyou sir❤
Sir, why the value of i is different for all three span????
If the material used is different there will be different I values
Sir, when we taken only EI/L in stiffness steps
Sir, why is your 17.292 kn m more than 22.5kn m?
Thanks you very much
You are welcome, keep watching, all the best
Sir pls complete the AIS syllabus within January
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
Your videos are very helpful sir🙏🙏
Hello sir lekin apan ne yaha pr toh reaction solve hi nahi ki BMD keiye?
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
sir can you please do frame problems
When 3EI / L coming ???
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.
Plz upload strength of material 1 problems
Chimney ka or slop and deflection method sir
Pls upload Approximate methods😢
Dam ka question samjhaye na sir
Padako.......😂
Sir phone nos pkease
Thx for this😭❤️🩹
Welcome, I hope you will score good marks, all the best, keep supporting