The deflection of a structure designed by limit state method, due to all loads including theeffects 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

- 1
  
  $\frac{s p a n}{150}$
- 2
  
  $\frac{s p a n}{200}$
- 3
  
  $\frac{s p a n}{250}$
- 4
  
  $\frac{s p a n}{300}$

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