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OpenStudy (anonymous):
the deflection of a uniform beam with both ends fixed, subject to a load proportional to the distance from one end, i.e w=3x+1 is described by EI dy/dx = w, given y(0)=0, solve for y. Given EI = 1500. Solve by using integration method Solve by using finite difference method given y(0)=0, y(2)=2 by taking n=2
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