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OCR: A beam with one end fixed, the other end simply supported, and a uniform load over the whole beam. × Beam WL R2 R1 R1= V1= 8 7ME R2 = V2 = 5WL ( max ) 8 Max Moment (at fixed end) Mmax = WL2 8 M1 WL2 (at x = Shear = 9 3L > 128 8 V2 Stress = Moment Z OL Moment Max Displacement Mmax DISPLmax = WL 185