If W is the uniformly distributed load on a circular slab of radius R fixed at its ends, the maximum positive radial moment at its center is

1) \(\frac{{3W{R^2}}}{{16}}\)

2) \(\frac{{2W{R^2}}}{{16}}\)

3) \(\frac{{W{R^2}}}{{16}}\)

1
[1] Only
2
[2] Only
3
[3] Only
4
Zero

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