Deflection of Beams || MOMENT AREA METHOD || Lecture 15

[@abladeygracin9143]

sir am Gracin from Ghana , you are the best teacher i have ever seen please can you also add the conjugate beam method lessons thank you.

[@ManasPatnaikofficial]

I will try my best

[@muhammadmusa1151]

You are not for india only but legend for us too..

[@digisol.310]

Bomb blast karo bhai 😒

[@damodarreddy139]

sir in (PQ=PC+CQ) u have written wrong just check it

[@akuladeepak4481]

Yeah

[@emeldaoluoch8582]

i think I have seen the difference : slope and deflection. thank you sir

[@balasreebindu8282]

in15:03 why we havent considered the moment at c for calculating moment at b.

[@anupambharati9573]

You are truely awesome👍

[@eremiamaleke9062]

Is there some misconceptions I'm missing here? Why the centroid of t_a/b considered 1/3? Isn't like 2/3 since the deflection is at C not on A?

[@nunfeli7145]

Sir please make a video on conjugate beam method also

[@SafiNongbet]

Please do conjugate beam also

[@jaiprakashkumar5667]

If Ya =0,then why we can't apply Yc-Ya=moment area of M/EI diagram..?

[@abinashkarmakar360]

Awesome explanation..

[@agha45193]

sir notes is not given in description

[@Dimensions2012]

Excellent sir

[@saifinem1569]

1st cimment

[@ratchanokseedawong6365]

Thank you.

[@mananquilpauldaviss.6994]

Thank you sir