Kinematic Method with solved examples | Design of Steel Structures

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In this video I have talked about the virtual work on which the kinematic method is based, Apart from that I have solved some examples using kinematic method.
PDF file link:
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[@awajid313]

Keep sharing, this helped me a lot

[@APSEDUVERSE]

Glad to hear that! :)

[@subhasinisoni5405]

Sir Do we can say that, indeterminate structure (fixed support) are analysed for partially collapse condition, in kinematic method?

[@ALKAVASHISHTH]

Thank you sir!! This is very helpful video!!🎈

[@nawneetkumar1745]

In the last example, beam with varying moment capacity, at center you have taken Mp as moment capacity. Can we get the same result by taking 2Mp as on the left of junction? What changes in the angles should be made to arrive at the same result?

[@harshsehrawat4519]

Will you please explain example 12.15 (In the same book you are using) because in that case maximum value of collapse load is adopted

[@addogabriel6970]

In the calculating for the collapse load why do we always take the smaller MP but not the bigger one And why do we also take the bigger lander but no the smaller one

[@AdityaSharma-rl1dl]

Thank you Sir, it really helped me 💐

[@csecure6157]

so many thanks. please include plate girder

[@rabikumarsingh6848]

Great video. I loved it. I hope in future we will be getting some good videos like this

[@APSEDUVERSE]

Thanks Rabi. Hope you have checked our site learn.apseduverse.com/ where you can register for the full package which contains all our lectures, study material and test series with doubt support (All your doubts will be answered within 24 hours!)

[@Akshay-ji9nt]

Ist of all great work and 8 have a doubt in the case of roller and hinged if force is acting in middle ie if a=b then will @1=@2

[@rahuldebnath3321]

best of all

[@rahuldebnath3321]

vai sherra sherra...

[@kittuexams6120]

Awesome skills.much matter in least time

[@APSEDUVERSE]

Thanks! Do check out our other videos also :)

[@thecivilizedguy8425]

superb explanation kya baat hai !

[@APSEDUVERSE]

Thanks! :) Have you checked our site learn.apseduverse.com/ ? Video lectures covering entire syllabus with study material, test series and most importantly, doubt support! Starting from Rs.1399/-

[@subhasinisoni5405]

Bcus For S.S beam D's=0, and optimum no. Of plastic hinges = 0+1=1,under point load

[@abhishekbajpai6073]

how to find collapse load by this principle for continous beam?

[@subhasinisoni5405]

But In case of fixed beams, D's=3 and No. Of Optimum hinges required= D's+01=4 02 plastic hinges @, each fixed support, 3rd plastic hinge under point load and where 4th plastic hinge is.? So can we say indeterminate structure are partially collapse

[@akeelfarooq984]

Since Loading is only Vertical, Ds=2(No hor reactions at ends and only two eqbm eqns. at either end)

[@researchanddevelopment4345]

Thanku sir very good

[@agentrider007]

16:02 why didn't we include Mp(Theta 2) , As also it is included in pervious solved examples

[@shikhabibra765]

sir please share the video of design of continuous beam using plastic analysis

[@palashjain5318]

yes please make video on Collapse load determination in continuous beams.

[@diogeneshonda3229]

I believe that there was a mistake on the exercise around 16:00 min ... the total internal Work supposed to be Mp.teta1+ Mp. teta 2+ Mp (teta1+teta2)

[@sivaram4100]

theta 2 is forming near mechanical hinge which was there from start, so there is no need to include that hinge rotation for int work

[@akhilmehrotra7104]

Sir how to find collapse load for continuous beam.

[@rkchaudhary93]

Thanks sir

[@sarikavarma2276]

sir plz consider frame

[@ravivenkatesh984]

How to solve a problem consisting of a cantilever beam with a length 'l' and load 'w' placed at center

[@uditraizada1335]

because the beam is not prismatic its stiffne EI is more because c/s area is more therefore the moment carrying capacity has also increased

[@hemantdhaked8530]

thanks

[@v_naveen_9676]

@15.00 y u didn't take the Mp(theta2) value

[@user-ke2im2mt4e]

There is no plastic hing on roller or pin.. the plastic hing is only in fixed end... so Mp only with fixed end

[@tagelasfiarania6519]

Why in the last 2 examples we use 2 mp??

[@tanisha3661]

It was specified in the question.

[@abhishekmondal5050]

for the next case of 3rd problem ..0.2L will be replaced by 0.25L

[@deiwakarsingh2508]

At 30:11 you didn't take 2times MP???

[@APSEDUVERSE]

In the first mechanism, we assumed the plastic hinge to form below the load where the moment capacity available was 2Mp whereas in the 2nd mechanism we have considered a plastic hinge at the mid section where moment capacity was Mp only which is why we have considered a plastic hinge with a moment capacity of Mp.

[@deiwakarsingh2508]

thank you Sir what are the priority of forming plastic hinges...I mean where will plastic hinges be formed first???

[@harshsehrawat4519]

Deiwakar singh , Max. BM Fixed ends These are points where plastic hinges will form

[@sumitmishra3680]

Abhiram Hebbar at middle, two portions of different moment capacity are meeting...... when moment at that middle section will increase( due to increasing load) then weaker portion (i.e. with capcity Mp will tend to fail obviously)..So at middle section Mp is used and not 2Mp.

[@biting.scorpio]

at 30:11 kzbin.info/www/bejne/o4bQYWCmhb90m7s should there not be twice the Mp ...as done in previous case

[@biting.scorpio]

Aditya Singh Thanks

[@ajaykaushik6081]

Videos are waste of time ,dont clr the concept just tells the formulaes and method ,which we already knows but not the concept behind it

[@umdbest001]

Kisi mahan vyakti ne kaha hai agar GATE nikalna hai to research mat karo GATE nikalne ke baad IIT mai research karo... these are sufficient for making u qualify GATE

[@potatobang616]

Don't watch his video all concepts are wrong !