concrete buildings - villas - structural design and analysis
4. Serviceability Limits States
4.1 Deflection of Concrete
To avoid excessive deflections and damage to non-structural elements, the residual deflection after the initial camber shall be limited to the following values:
L/250 Total deflection.
L/500 Or 20 mm (whichever is lesser) for the part of deflection after the construction of brittle materials.
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