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Design of slabs
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thirumalaichettiar
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Joined: 26 Jan 2003
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PostPosted: Wed Feb 12, 2020 11:52 am    Post subject: Reply with quote

Some country codal limits on deflection -Span/Depth ratio limits:


BS 8110-2: Unless partitions, cladding and finishes, have been specifically detailed to allow for the anticipated deflections, some damage can be expected if the deflection after the installation of such finishes and partitions exceeds the following values:
a) L/500 (Relative) or 20 mm (Absolute) , whichever is the lesser, for brittle materials;
b) L/350 (Relative) or 20 mm (Absolute) , whichever is the lesser, for non-brittle partitions or finishes;
where L is the span and the length of a cantilever .
Note : These values are indicative only.

EUROCODE2-2: Unless partitions, cladding and finishes, have been specifically detailed to allow for the anticipated Deflections that could damage adjacent parts of the structure should be limited. For the deflection after construction, span/500 is normally an appropriate limit for quasi-permanent loads.
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