Maximum deflection of a cantilever beam of length L carrying uniformly distributed load W per unit length is
(where E is the modulus of elasticity of the beam material and I is a moment of inertia of cross-section of the beam)
1
\(\frac{{W{L^4}}}{{EI}}\)
2
\(\frac{{W{L^4}}}{{384EI}}\)
3
\(\frac{{W{L^4}}}{{4EI}}\)
4
\(\frac{{W{L^4}}}{{8EI}}\)