EN 1994-1-2:2005/A1:2014

Foreword
Section 1 - General
Section 2 - Basis of design
Section 3 - Material properties
Section 4 - Design procedures
Section 5 - Constructional details
Annex A (INFORMATIVE) - Stress-strain relationships
        at elevated temperatures for structural steels
Annex B (INFORMATIVE) - Stress-strain relationships
        at elevated temperatures for concrete with
        siliceous aggregate
Annex C (INFORMATIVE) - Concrete stress-strain
        relationships adapted to natural fires with
        a decreasing heating branch for use in
        advanced calculation models
Annex D (INFORMATIVE) - Model for the calculation
        of the fire resistance of unprotected composite
        slabs exposed to fire beneath the slab according
        to the standard temperature-time curve
Annex E (INFORMATIVE) - Model for the calculation
        of the sagging and hogging moment resistances
        of a steel beam connected to a concrete slab
        and exposed to fire beneath the concrete slab
Annex F (INFORMATIVE) - Model for the calculation
        of the sagging and hogging moment resistances
        of a partially encased steel beam connected to
        a concrete slab and exposed to fire beneath the
        concrete slab according to the standard
        temperature-time curve
Annex G (INFORMATIVE) - Balanced summation
        model for the calculation of the fire resistance of
        composite columns with partially encased steel
        sections, for bending around the weak axis,
        exposed to fire all around the column according
        to the standard temperature-time curve
Annex H (INFORMATIVE) - Simple calculation model
        for concrete filled hollow sections exposed to fire
        all around the column according to the standard
        temperature-time curve
Annex I (INFORMATIVE) - Planning and evaluation
        of experimental models

Supplementary to Part 1-1. Additional and varied rules to be used for the design of composite structures which are required to avoid premature structural collapse and to limit the spread of fire in the accidental situation of exposure to fire.