Simply supported beam with central load (Euler–Bernoulli beam theory)
Hey Guys!, I wanted to know if any of you by chance had the proof of the fomula for the maximum deflection for a simply supported beam? When i look at https://en.wikipedia.org/wiki/Euler–Bernoulli_beam_theory i can see alot of things, but i can't figure out how it ended up with W L/2 = P*L^3 / 48 * E * I? Can anyone explain it?
Hey Guys!, I wanted to know if any of you by chance had the proof of the fomula for the maximum deflection for a simply supported beam? When i look at https://en.wikipedia.org/wiki/Euler–Bernoulli_beam_theory i can see alot of things, but i can't figure out how it ended up with W L/2 = P*L^3 / 48 * E * I? Can anyone explain it?