A simply supported beam of length 8 m rests on supports 6 m apart, the right hand end is overhanging by 2 m. The beam carries a uniformly distributed load of 1500 N/m over the entire length. Draw S.F. and B.M. diagram and find the point of contra flexure, if any
A simply supported beam of length 8 m rests on supports 6 m apart, the right hand end is
overhanging by 2 m. The beam carries a uniformly distributed load of 1500 N/m over the
entire length. Draw S.F. and B.M. diagram and find the point of contra flexure, if any
Nice explanation
What is the formula for finding E on the same problem. For udl UDL/H right then what is the formula for point load??
Was helpful 😁
Thank you sir
can you find also find the maximum shear force, Maximum and minimum flexural stress of that problem
Nice explain sir TQ
You're most welcome
Sir where that 13.75 come from in Dl??
Where About point load of 40 kn
Rb×8-40×5-10×2/2+3-30×5
Bro u are just doing sum not explaining... This is the drawback for ur channel growth
I think you are wrong everything is understandable....nice work sir
sir in Rb there is mistake 46.28
Its a mistake in rb calculate sir
He should have removed the video. What a bad act of teaching.
no corret hai bhai 🙄 check kro khud
it's correct
Yes
Galat padhate ho thik se check kar lo pahale
Calculation bata bhau😢😢
RA--४७. ७५ atta hai
nhi correct hai 43.75