For a continuous slab supported at ends and carried over intermediate beams

A

Max. sagging B.M. for the end spans =+$$\frac{wl^{2}}{10}$$

B

Max. hogging B.M. over penultimate supports is equal to -$$ \frac{wl^{2}}{10}$$

C

Max. sagging B.M. for the interior spans = + $$\frac{wl^{2}}{12}$$

D

All option are correct