If W is load on a circular slab of radius R, the maximum radial moment at the centre of the slab is-

1
\(\frac{{W{R^2}}}{{16}}\)
2
\(\frac{{3W{R^2}}}{{32}}\)
3
\(\frac{{W{R^2}}}{{32}}\)
4
\(\frac{{3W{R^2}}}{{16}}\)

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