A simply supported rigid-plastic beam is described in Fig. P12.6. Compute...
A simply supported rigid-plastic beam is described in Fig. P12.6. Compute the maximum deflection. Reduce the result to the case of a linearly elastic material. 
Let P = 8 kN, E = 200 GPa, L = 1.2 m, and a = 0.45 m.Cross-sectional dimensions shown are in millimeters.
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