For uniformly distributed load (w) acting on the beam with one end fixed and one end free if length of beam is L, distance from left hand is x, young’s modulus and moment of inertia are E and I then find the maximum deflection (δmax) of beam:
1
\(\frac{WL^4}{16EI}\)
2
\(\frac{WL^4}{4EI}\)
3
\(\frac{WL^4}{8EI}\)
4
\(\frac{WL^4}{24EI}\)