I express my humble gratitude to you sir ! I am also an undergrad student of CE from JADAVPUR UNIVERSITY... Your tutorials helped us a lot in our semester exam. Thank youuuu!! SIR
Sir after Shear in Beam there are two more steps in these sum one is Column Axial Force and another one is Beam Axial Force and then there are 3 figures one is of Shear Force Diagram, B. M. Diagram, and Axial Force Diagram
19:10 i think you write wrong. it should be M(kl)=M(lh)+M(lp)=25knm. please tell me whether i am right or not.....clear my doubt...exams are near.🙏🙏🙏🙏🙏
Sir can u explain how the moment in column and beam became same and also how the other conditions like, sum of the column moment is equal to sum of beam moment
I express my humble gratitude to you sir ! I am also an undergrad student of CE from JADAVPUR UNIVERSITY... Your tutorials helped us a lot in our semester exam. Thank youuuu!! SIR
Ufff... One who is present everywhere - omnipresent❌ , Souvik Pal ✅
@@sohambhattacharjee3979 😷😷😷😓🥺
Me also from Jadavpur University
@@damascusapparel1997 🤩🤩
Minor correction in calculating in member GH in first story
Mgh= Mhl+Mhd
Similar mistake as done in second story beam
Yes you are right 👍
Sir after Shear in Beam there are two more steps in these sum one is Column Axial Force and another one is Beam Axial Force and then there are 3 figures one is of Shear Force Diagram, B. M. Diagram, and Axial Force Diagram
Thanks a lot , I find only one this which clear my concept just before the exam
19:10 i think you write wrong. it should be M(kl)=M(lh)+M(lp)=25knm. please tell me whether i am right or not.....clear my doubt...exams are near.🙏🙏🙏🙏🙏
yep 24 KNm
Yes I was also thinking the same.
It is not 25 brother it is 24knm
Yes bro right 24 knm
Isn’t it that Moment of kl = Moment of PL + Moment of LH?
Sir can u explain how the moment in column and beam became same and also how the other conditions like, sum of the column moment is equal to sum of beam moment
Thank you so much for your lecture sir... It's so nice and easily understandable
Just Awesome 😃😃
Keep Going ❤️
Tnxs lecturer this video its simple way understanding
Fantastic Video man, helped a lot
Very fantastic video. what if Beam MN is not Equal to NO or OP?
Great explaination, thanks
Axial load and bending moment
Moment in beam KL should be Mkl=Mpl+Mlh ¿
Yeah you are right. I am extremely sorry for my silly mistake.
@@Civillearningonline Thank you for clearing doubt...I was also wondering the same.
Awesome explanation sir 👏
same doubt i got
Sir try to explain in hindi , because your English is not so good. So we are facing difficulty to understand what you are saying 🙏
2 mistake in step 3_ first not adding 2 beam and - column and 2 nd 2 column +one beam=end column
Thanks brother. Pl help us in this way.
awesome, thank you
Sir, if you speak in hindi the video would me more helpful 😊.
Although your english is very good .
I have started in hindi also " civil learning hindi". I will be working on it further. Thank you
Thanks bhai
how M ( KL ) = 18 KN*m ????
Should you please, create a video for analysis of multi storied frame by moment distribution method
Yes. But currently, I am busy with my studies.
Axial force in column?
At 21:22 how span of beam is l=5m
Thank u
Superb
Shear force and other diagrams plz
how to calculate the axial force after this
i think for the last part, the unit of SF should be in kN not kNm.
Yes.
S.F in beam unit will be KN not KNM
Ok
Moment in beam M kl at -03:38 is wrong calculated Mkl will be 24 KN-m at the place of 18.
And at the last shear in GH is 60 not 16.8
ur right
Notes kha se milegi
Bro sf unit is KN or KNM
Yes. SF unit is KN not Knm I might have written it mistakenly.
Kahan se sikha hei bro!!
Shear in columns
Step 1
@@Civillearningonline sorry
Axial forces
Do you have cantilever method on this ?
Yes. Please check playlist or description of this video.
hindi bol le ne angrej
Ok