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:
• Cantilever method
There are some other method of analysis of indeterminate structure with sufficient examples one can have a look:
Cantilever Method:
• Cantilever method | st...
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Complete concept on:
Influence Line Diagram: • Influence Line Diagram
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THREE MOMENT EQUATION example 1:
• Clapeyron's Theorem Of...
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CONJUGATE BEAM METHOD:
• 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

[@sohambhattacharjee3979]

Ufff... One who is present everywhere - omnipresent❌ , Souvik Pal ✅

[@SouvikCivil]

@@sohambhattacharjee3979 😷😷😷😓🥺

[@damascusapparel1997]

Me also from Jadavpur University

[@SouvikCivil]

@@damascusapparel1997 🤩🤩

[@surykantchaudhary5138]

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

[@DD0865]

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

[@hindatifkhan1997]

Yes you are right 👍

[@abrahama7290]

Fantastic Video man, helped a lot

[@monilpatel4484]

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

[@GHOSTX63]

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

[@kingmubarak9146]

Tnxs lecturer this video its simple way understanding

[@agnimithra2009]

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

[@mdmizanurmizanur5810]

Just Awesome 😃😃 Keep Going ❤️

[@dhruvghai5789]

Great explaination, thanks

[@Babymilo49]

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

[@Jr-lp3kb]

awesome, thank you

[@ramswaroopthakur4758]

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

[@ashokkumardas4781]

Thanks brother. Pl help us in this way.

[@sameerahmed4219]

how to calculate the axial force after this

[@startengineering7394]

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.🙏🙏🙏🙏🙏

[@amitmunda348]

yep 24 KNm

[@Slapnutss]

Yes I was also thinking the same.

[@ramedits6886]

It is not 25 brother it is 24knm

[@souravsalaria7971]

Yes bro right 24 knm

[@IshikaDhanai]

At 21:22 how span of beam is l=5m

[@tinaenum]

Axial force in column?

[@deepanshukachhawah5996]

Thanks bhai

[@lavurirajesh2993]

Superb

[@kandalaabhishek2473]

Thank u

[@adhrijaps9301]

Axial load and bending moment

[@monilpatel4484]

how M ( KL ) = 18 KN*m ????

[@mohammadabdulrafayimran8315]

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

[@Civillearningonline]

Yeah you are right. I am extremely sorry for my silly mistake.

[@tobgyel9450]

@@Civillearningonline Thank you for clearing doubt...I was also wondering the same. Awesome explanation sir 👏

[@peeyushsemwal6855]

same doubt i got

[@honeysaran291]

Sir try to explain in hindi , because your English is not so good. So we are facing difficulty to understand what you are saying 🙏

[@muzamil4633]

Shear force and other diagrams plz

[@ismanoorifahbintiismail-5568]

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

[@Civillearningonline]

Yes.

[@hinduputra5637]

Notes kha se milegi

[@mdmuzakeer292]

Bro sf unit is KN or KNM

[@Civillearningonline]

Yes. SF unit is KN not Knm I might have written it mistakenly.

[@sohelmondal5641]

Kahan se sikha hei bro!!

[@arpitasinha3405]

S.F in beam unit will be KN not KNM

[@Civillearningonline]

Ok

[@hindatifkhan1997]

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

[@kshitijkumarkushwaha8903]

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

[@Civillearningonline]

I have started in hindi also " civil learning hindi". I will be working on it further. Thank you

[@surykantchaudhary5138]

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

[@sskamalakannan]

ur right

[@jieveefelias4598]

Do you have cantilever method on this ?

[@Civillearningonline]

Yes. Please check playlist or description of this video.

[@rohithraj8589]

Shear in columns

[@Civillearningonline]

Step 1

[@rohithraj8589]

@@Civillearningonline sorry Axial forces

[@jassiverma529]

hindi bol le ne angrej

[@Civillearningonline]

Ok

[@thammisettyvenkatrao7266]

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

[@Civillearningonline]

Yes. But currently, I am busy with my studies.