23. Consider the clamped-clamped beam shown below. Assume that there are no axial forces acting on the beam. Use two elements to solve the problem,

(a) Determine the deflection and slope at x = 0.5, 1, and 1.5 m;

(b) Draw the bending moment and shear force diagrams for the entire beam;

(c) What are the support reactions?

(d) Use the beam element shape functions to plot the deflected shape of the beam. Use EI = 1,000 N-m, L = 1 m, andF = 1,000N.

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