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European Technical Assessment
ETA-15/0876
English translation prepared by DIBt
3
Performance of the product and references to the methods used for its assessment
3.1
Mechanical resistance and stability (BWR 1)
Essential characteristic
Characteristic resistance in solid concrete decks,
shear connector orientation parallel to beam axis
Characteristic resistance in solid concrete decks,
shear connector orientation perpendicular to beam
axis
Characteristic resistance in composite decks
- decking ribs perpendicular to beam axis - shear
connector orientation parallel to beam axis
Characteristic resistance in composite decks
- decking ribs perpendicular to beam axis - shear
connector orientation perpendicular to beam axis
Characteristic resistance in composite decks
- decking ribs parallel to beam axis - shear connector
orientation parallel to beam axis
Characteristic resistance in composite decks
- decking ribs parallel to beam axis - shear connector
orientation perpendicular to beam axis
Characteristic resistance of end anchorage of
composite decks
Characteristic resistance for use in seismic areas
under seismic actions according to EN 1998-1
Characteristic resistance in solid concrete decks in
renovation application with old metallic iron or steel
material with an actual yield strength less than
235 MPa
Application limit
3.2
Safety in case of fire (BWR 2)
Essential characteristic
Reaction to fire
Resistance to fire
Z76254.21
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Performance
See annex C1
No performance assessed
See annex C1
See annex C1, C3 and C4
See annex C2
No performance assessed
See annex C4
See annex B1
See annex C3
See annex B3, pass
Performance
Class A1 according to
EN 13501-1:2007+A1:2009
See annex C5
8.06.02-710/20
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