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OCR: A beam with one end fixed, the other end simply supported, and a concentrated load P at the center. x Beam R2 R1 R1= V1= 5P R2 = V2 = 11P 16 ( max ) 16 Max Moment (at fixed end) Mmax = 3PL 16 M1 5PL 32 (at point of load) Shear = v2 I Stress = Moment Z Moment TM1 Max Displacement Mmax DISPLmax = 0.009317 PL 3 EI 3