Portal Method structural analysis

As you guys know that portal frame method is very important from exam point of view so have a look to this Example I have have solved it step by step and I am sure that you are going to love this video.

Latest example on CANTILEVER METHOD is here:

There are some other method of analysis of indeterminate structure with sufficient examples one can have a look:
Cantilever Method:
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Complete concept on:
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THREE MOMENT EQUATION example 1:
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CONJUGATE BEAM METHOD:
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0:00 Intro
0:56 Assumption
3:48 shear in column
10:00 moment in column
12:55 Moment in beam
20:36 Shear in beam
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[SouvikCivil]

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

[monilpatel]

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

[surykantchaudhary]

Thanks a lot, I find only one this which clear my concept just before the exam

[DD]

Minor correction in calculating in member GH in first story
Mgh= Mhl+Mhd
Similar mistake as done in second story beam

[startengineering]

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 my doubt...exams are near.🙏🙏🙏🙏🙏

[GHOSTX]

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

[rejaulislam]

When distribution load is applied as a lateral load instead of point load(along on beam/girder) then what I do, plz tell me.

[Babymilo]

Isn’t it that Moment of kl = Moment of PL + Moment of LH?

[ramswaroopthakur]

Very fantastic video. what if Beam MN is not Equal to NO or OP?

[agnimithra]

Thank you so much for your lecture sir... It's so nice and easily understandable

[thammisettyvenkatrao]

Should you please, create a video for analysis of multi storied frame by moment distribution method

[kingmubarak]

Tnxs lecturer this video its simple way understanding

[mohammadabdulrafayimran]

Moment in beam KL should be Mkl=Mpl+Mlh ¿

[ashokkumardas]

Thanks brother. Pl help us in this way.

[sameerahmed]

how to calculate the axial force after this

[kshitijkumarkushwaha]

Sir, if you speak in hindi the video would me more helpful 😊.
Although your english is very good .

[hindatifkhan]

2 mistake in step 3_ first not adding 2 beam and - column and 2 nd 2 column +one beam=end column

[surykantchaudhary]

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

[ismanoorifahbintiismail-]

i think for the last part, the unit of SF should be in kN not kNm.

[jieveefelias]

Do you have cantilever method on this ?