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UNI EN 1994-1-2 : 2014

Current

Current

The latest, up-to-date edition.

EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN

Published date

08-05-2014

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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 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

Provides principles and application rules (see EN 1991-1-2) for designing structures for specified requirements in respect of the aforementioned functions and the levels of performance.

Committee
CT 21
DevelopmentNote
Supersedes UNI ENV 1994-1-2. (10/2005)
DocumentType
Standard
PublisherName
Ente Nazionale Italiano di Unificazione (UNI)
Status
Current
Supersedes

EN 10025-4:2004 Hot rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels
ENV 13381-4:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 4: Applied protection to steel members
EN 1365-3:1999 Fire resistance tests for loadbearing elements - Part 3: Beams
ENV 13381-2:2002 Test methods for determining the contribution to the fire resistance of stuctural members - Part 2: Vertical protective membranes
EN 10080:2005 Steel for the reinforcement of concrete - Weldable reinforcing steel - General
EN 10025-1:2004 Hot rolled products of structural steels - Part 1: General technical delivery conditions
EN 10210-1:2006 Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
EN 10219-1:2006 Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
ENV 13381-3:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 3: Applied protection to concrete members
EN 10025-5:2004 Hot rolled products of structural steels - Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance
EN 10025-6:2004+A1:2009 Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition
EN 1365-4:1999 Fire resistance tests for loadbearing elements - Part 4: Columns
ENV 13381-5:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 5: Applied protection to concrete/profiled sheet steel composite members
EN 10025-3:2004 Hot rolled products of structural steels - Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels
EN 1365-2:2014 Fire resistance tests for loadbearing elements - Part 2: Floors and roofs
ENV 13381-6:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns

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