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The displacement of a simply supported beam subject to a uniform load is given by the solution of the following differential equation (for small displacements);
and q is the uniform load per unit length, L is the length of the beam, I is the moment of inertia of the section of the beam, and E is the modulus of elasticity. You are required to find the displacement y(x) using the following data:
For a rectangular beam: I = wh3 / 12 where w is the width of the beam and h is its height.
You should take: E = 200 GN/m2, L = 5.0m w = 5.0 h = 10.0cm. Also, q = 1500.0 N / m on the 5.0 cm face.
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