memorized deflections - structural analysis

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4 Terms

1
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simply supported beam with point @ midspan

max. moment = PL/4

max. deflection = PL³/48EI

2
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simply supported beam with uniformly distributed load

max. moment = wL²/8

max. deflection = 5wL^4/384EI

3
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cantilevered beam with point load at tip

max. moment = -PL

max. deflection = PL³/3EI

4
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cantilevered beam with uniformly distributed load

max. moment = -wL²/2

max. deflection = wL^4/8EI