3. Testing of composite T-beams in serviceability limit states
In mixed steel/concrete construction, the objectives of the serviceability limit state checks are defined in
[C 2 560]
, § 2.2.3. For traditional buildings, the checks to be carried out include deflections, concrete cracking and, where applicable, floor vibrations, as EN 1994-1-1 does not, in general, impose stress limits on beams (clause 7.2.2(1)).
The vibration aspect of composite floors (calculation methods, acceptance criteria) is dealt with in article
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Testing of composite T-beams in serviceability limit states