SOLVED:Consider a simply supported beam subjected to a concentrated load, P, acting at x=l / 2 as shown in Figure 5.9. The governing differential equation is E I (d^2 w)/( d x^2) =M(x)=(P x)/(2) ; 0 ≤x ≤(l)/(2) =(P(l-x))/(2) ; (l)/(2) ≤x ≤l where E is Young's modulus and I is the area moment of inertia of the cross section. The boundary conditions are w(x=0)=0, w(x=l)=0 Find the approximate solution of the problem using Rayleigh-Ritz method by assuming a one-term solut
SOLVED:Consider a simply supported beam subjected to a co…
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