A beam of length l, having uniform load of W kg per unit length, is supported freely at the ends. The moments at the mid-span will be

1
\(\frac{{Wl}}{4}\)
2
\(\frac{{W{l^2}}}{2}\)
3
\(\frac{{W{l^2}}}{8}\)
4
\(\frac{{W{l^2}}}{4}\)

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