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OCR: A beam with both ends simply supported, and 5-5 L a uniform load over the whole beam. × WL R = V WL Beam 2 R R Max Moment (at center ) ←늘 Mmax = W12 Mx = Wx 2 (L-x) Shear Stress = Moment Z Max Displacement Mmax DISPLmax = 5WL4 384EI Moment