how to find deflection in fixed beam with udl by double integration
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The double integration method is a powerful tool in solving deflection and slope of a beam at any point because we will be able to get the equation of the elastic curve.
In calculus, the radius of curvature of a curve y = f(x) is given by
ρ=[1+(dy/dx)2]3/2|d2y/dx2|ρ=[1+(dy/dx)2]3/2|d2y/dx2|
In the derivation of flexure formula, the radius of curvature of a beam is given as
ρ=EIMρ=EIM
Deflection of beams is so small, such that the slope of the elastic curve dy/dx is very small, and squaring this expression the value becomes practically negligible, hence
ρ=1d2y/dx2=1y′′ρ=1d2y/dx2=1y″
Thus, EI / M = 1 / y''
y′′=MEI=1EIM
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