The moment required to cause a rotation ‘θ’ at the propped end of a propped cantilever beam of span L. Young’s modulus E, moment of Inertia l is
1
\(\frac{{12{\rm{\;EI}}}}{{{{\rm{L}}^3}}}{\rm{\theta }}\)
2
\(\frac{{2{\rm{\;EI}}}}{{\rm{L}}}{\rm{\theta }}\)
3
\(\frac{{4{\rm{\;EI}}}}{{\rm{L}}}{\rm{\theta }}\)
4
\(\frac{{6{\rm{\;EI}}}}{{{{\rm{L}}^2}}}{\rm{\theta }}\)