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simply supported beam with point @ midspan
max. moment = PL/4
max. deflection = PL³/48EI
simply supported beam with uniformly distributed load
max. moment = wL²/8
max. deflection = 5wL^4/384EI
cantilevered beam with point load at tip
max. moment = -PL
max. deflection = PL³/3EI
cantilevered beam with uniformly distributed load
max. moment = -wL²/2
max. deflection = wL^4/8EI