SOLVED:Consider a simply supported beam subjected to a uniformly distributed load as shown in Fig. 5.2. The governing differential equation can also be expressed, in terms of the bending moment, M(x), as E I (d^2 w)/( d x^2)=M(x)=(1)/(2) p x(l-x) where E is Young's modulus, I is the area moment of inertia of the cross section, and M(x)=(1)/(2) p x(l-x) is the applied bending moment. The boundary conditions are w(x=0)=0, w(x=l)=0 Find the approximate solution of the problem using the Rayleigh-R
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Jun 24, 2023
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