Lecture - 22 Bending of Beams - I

[@yashsehgal5883]

great work again ,u r perfectionist sir like aamir khan........

[@sriguruskandha9920]

Sir,I didn't understand differ between planar structure and plane of bending.🙏🙏🙏 Please help in understanding that concept sir...

[@manaspatnaik9]

Great Work sir.....Really i am bubbling with knowledge......

[@pranav9339]

Orr beta kesa hai tu ab youtube pe pada raha hai na

[@patialapopdesign]

Sir problem 1 ma moment at point A 300 *2/3 *300 lea ha300 *1/3*300 Kyo nhi .......plz reply sir

[@saleemq7]

Great work but I think that he made a mistake when calculating at 46:27. It should be -300-600= -900 because there are negative signs next to the halves.

[@kristofeh]

at about 47:00 mins, why is it that when calculating the moments due to the linearly varying load, you multiply the load by 1/3 ? I would have thought that because the load is linearly varying, this would be equivalent to multiplying the load by 1/2 (average load per unit length)

[@vedanadhmeka3482]

for centroid of triangle it is h/3 from the base

[@kristofeh]

vedanadh meka thank you

[@shivgangakumarpatel3023]

Sir bending stress in beams ka koi lecture nahi h kya???

[@geraldocarvalhobritojunior4793]

Very nice lecture...

[@kedharediga8792]

where is 5th lecture in bending of beams

[@srijanagarwal964]

When P is acting downward, Why is the stress resultant also acting downward at 36:10.

[@jshkumar2]

any direction you can take while evaluating but once direction has been taken be consistent with the direction in the entire problem :)

[@rathourhimanshu6772]

great sir

[@adithyasharma9888]

thank u very much sir..

[@reza1641]

Thanks!!!

[@vellankisaichandra5741]

i need flexural stresses

[@rameshkumarsingh9606]

thanks

[@TheSat0007]

Thank U sir...!!!

[@jrkravikumar]

thanks a lot sir

[@umugore1]

Thanks Sir

[@lhohohihjcujfjc6893]

شو هيدا بالضبط

[@92hyadav]

i feel like iit bombay is not the only iit that is suffering wid professors :(

[@Apjooz]

I have a beam in my pants. Sorry, I didn't have anything intelligent to say.

[@mranubhavsingh6186]

bro 🤣🤣🤣🤣 I'm crying with laughter

[@VishalNamani]

simply supported beam has 3 reactions??... please check your books.. it has only 2 reaction forces ... there will no hinged support in simply supported beam. both has roller support

[@coolsarfar]

SSb has 3 reactions... two from hinged end, one from roller...if a beam has two roller it will not be stable...its an unstable beam...check its indeterminacy...it will come negative...!!!

[@123223mohit]

do u know why we provide a roller support at the other end, why not hinged , is it just to make it determinate?

[@MounikaMeduri]

No.. To allow thermal expansions and contractions in the span, we provide roller support at one end.

[@mohitdahiya9115]

TO remove thermal stress. when body wants to increase its length they free to increase no resistant no thermal stress.

[@mvtrumpetgeek13]

@punjabpolice911 learn how to spell dude.

[@monty9758]

Informatice but boring

[@yogeshgajre7057]

Not good at all

[@pankajkumarpandey6658]

study fundamental properly. Then only you can understand.

[@sanjaygaikwad7686]

thanks sir.............!

[@chacha22111]

thanks!