If W is the load in a circular slab of radius R, the maximum radial moment at the center of the slab is

1
\(\frac{{{\rm{W}}{{\rm{R}}^2}}}{{16}}\)
2
\(\frac{{2{\rm{W}}{{\rm{R}}^2}}}{{16}}\)
3
\(\frac{{3{\rm{W}}{{\rm{R}}^2}}}{{16}}\)
4
\(\frac{{5{\rm{W}}{{\rm{R}}^2}}}{{16}}\)

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