The deflection of structure designed by limit state methods, due to all loads including the effects of temperature, creep and shrinkage below the as-cast level of the supports of roofs, floors and all other horizontal members should not normally exceed the lesser value

- 1
  
  $\frac{s p a n}{350} o r 20 m m$
- 2
  
  $\frac{s p a n}{250} o r 20 m m$
- 3
  
  $\frac{s p a n}{200} o r 15 m m$
- 4
  
  $\frac{s p a n}{300} o r 25 m m$

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