Deflection of tip of a cantilever beam of span length, L carrying uniformly distributed load, q is:
1
\(\frac{{{\rm{q}}{{\rm{L}}^2}}}{{24{\rm{EI}}}}\)
2
\(\frac{{{\rm{q}}{{\rm{L}}^2}}}{{12{\rm{EI}}}}\)
3
\(\frac{{{\rm{q}}{{\rm{L}}^4}}}{{8{\rm{EI}}}}\)
4
\(\frac{{{\rm{q}}{{\rm{L}}^4}}}{{6{\rm{EI}}}}\)