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

- 1
  
  Max. sagging B.M. for th end spans = $\frac{w l^{2}}{10}$
- 2
  
  Max. hogging B.M. over penultimate supports = $- \frac{w l^{2}}{10}$
- 3
  
  max. sagging B.M. for the interior spans = $+ \frac{w l^{2}}{12}$
- 4
  
  All of the above

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