Hey, It helped me a lot in understanding but can you also tell wether I can get this derivation in any book, research paper, or scientific journal because I need to cite it for a research paper
What I still don’t understand till this day is why it’s okay to assume that dy/dx~0 with small angle approximation (M/(EI)=d^2y/(dx^2)/1), but that that idea just thrown out the window, especially when problem solving. If the dy/dx were to be 1, that would make curvature equal to infinity.
an axial bar of length L and uniform cross section A is fixed at one end and free at the other end. It is subjected to a uniformly distributed load of intensity q over the entire length.Making use of galerkin's method, solve for axial displacement and stress developed.Take young's modulus as E. tell the answer plz
Old but gold! Great Video, helped me out a lot.
Glad it helped!
How would it change if gravity were the only force acting vertically?
Thanks for the helpful video
You the goat
Hey, It helped me a lot in understanding but can you also tell wether I can get this derivation in any book, research paper, or scientific journal because I need to cite it for a research paper
Good
@@civilengineering94 Hey, I am asking for some research paper or journal where I can get this information?
beer mechanics has the derivation.
Well done!
Thanks
thank you very helpful
Glad it helped
What I still don’t understand till this day is why it’s okay to assume that dy/dx~0 with small angle approximation (M/(EI)=d^2y/(dx^2)/1), but that that idea just thrown out the window, especially when problem solving. If the dy/dx were to be 1, that would make curvature equal to infinity.
Thnx a millions sir for ur help
Always welcome
Thank you. Very helpful
Glad it was helpful!
an axial bar of length L and uniform cross section A is fixed at one end and free at the other end. It is subjected to a uniformly distributed load of intensity q over the entire length.Making use of galerkin's method, solve for axial displacement and stress developed.Take young's modulus as E.
tell the answer plz
Thank you.. This was really helpful tbh
Glad it helped!
Very helpful sir. Shukran
Thanks sir
WELCOME
excellent
Many many thanks
Slope is area under M/EI curve, similarly deflection is??
Is it double integration method?
Sir how to find natural frequency of free vibration natural frequency using deflection
Sir increse the volume on your video
Ok next time
Please if c1 is constant of integration what is the figure
C1x
super explanation
Glad you liked it
how do we get M=EId2y/dx2?
Ye bending equation ka formula hai
What is EI?
E = elasticity of material used and I = moment of inertia
@@civilengineering94 Thank you ❤️
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