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.
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)
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
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...!!!
great work again ,u r perfectionist sir like aamir khan........
Sir,I didn't understand differ between planar structure and plane of bending.🙏🙏🙏 Please help in understanding that concept sir...
Great Work sir.....Really i am bubbling with knowledge......
Orr beta kesa hai tu ab youtube pe pada raha hai na
Sir problem 1 ma moment at point A 300 *2/3 *300 lea ha300 *1/3*300 Kyo nhi .......plz reply sir
Sir bending stress in beams ka koi lecture nahi h kya???
Very nice lecture...
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.
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)
for centroid of triangle it is h/3 from the base
vedanadh meka
thank you
thanks sir.............!
where is 5th lecture in bending of beams
great sir
thank u very much sir..
thanks!
thanks a lot sir
thanks
Thanks Sir
When P is acting downward, Why is the stress resultant also acting downward at 36:10.
any direction you can take while evaluating but once direction has been taken be consistent with the direction in the entire problem :)
i need flexural stresses
شو هيدا بالضبط
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
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...!!!
do u know why we provide a roller support at the other end, why not hinged , is it just to make it determinate?
No.. To allow thermal expansions and contractions in the span, we provide roller support at one end.
TO remove thermal stress. when body wants to increase its length they free to increase no resistant no thermal stress.
I have a beam in my pants. Sorry, I didn't have anything intelligent to say.
bro 🤣🤣🤣🤣 I'm crying with laughter
i feel like iit bombay is not the only iit that is suffering wid professors :(
Informatice but boring
@punjabpolice911
learn how to spell dude.
Not good at all
study fundamental properly. Then only you can understand.
Thanks!!!
Thank U sir...!!!