For a beam shown below if the deflection at the free end C is given as \(\frac{{\rm{K}}}{{{\rm{EI}}}},\) the value of ‘K’ will be:

1
\(\frac{{\rm{W}}}{3}\)
2
\(\frac{{4{\rm{W}}}}{3}\)
3
\(\frac{{2{\rm{W}}}}{3}\)
4
\(\frac{{8{\rm{W}}}}{3}\)

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