ENV 1992-1-2 : DRAFT 95 COR 96
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
EUROCODE 2 - DESIGN OF CONCRETE STRUCTURES - GENERAL RULES - STRUCTURAL FIRE DESIGN
01-12-2004
12-01-2013
Foreword
1 General
1.1 Scope
1.2 Distinction between principles and application
rules
1.3 Normative References
1.4 Definitions
1.5 Symbols
1.6 Units
2 Basic principles
2.1 Performance requirements
2.2 Actions
2.3 Design values of material properties
2.4 Verification methods
2.4.1 General
2.4.2 Global structural analysis
2.4.3 Analysis of parts of the structure
2.4.4 Member analysis
2.4.5 Testing
3 Material properties
3.1 General
3.2 Concrete
3.3 Steel
4 Structural fire design
4.1 General
4.2 Tabulated data
4.2.1 Scope
4.2.2 General design rules
4.2.3 Columns
4.2.4 Walls
4.2.5 Tensile members
4.2.6 Beams
4.2.7 Slabs
4.3 Simplified calculation method
4.3.1 General
4.3.2 Temperature profiles
4.3.3 Reduced cross section
4.4 General calculation methods
4.4.1 General
4.4.2 Thermal response
4.4.3 Mechanical response
4.4.4 Validation of general calculation method
4.5 Shear and torsion
4.6 Anchorage
5 Protective layers
ANNEX A (informative) Additional information an material
properties
ANNEX B (informative) Temperature profiles and reduced
cross section
ANNEX C (informative) Simplified method of calculation
for beams and slabs
ANNEX D (informative) A procedure for assessing the
structural response of reinforced concrete
elements under fire
Deals with the design of concrete structures for the accidental situation of fire exposure.
Committee |
TC 250
|
DevelopmentNote |
To be read in conjunction with ENV 1992-1-1 and ENV 1991-2-2. (07/2004)
|
DocumentType |
Draft
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Superseded
|
Standards | Relationship |
NBN ENV 1992 1-2 : 2003 | Identical |
NEN NVN ENV 1992-1-2 : 96 C1 1997 | Identical |
UNI ENV 1992-1-2 : 1998 | Identical |
NEN NAD NVN ENV 1992-1-2 : 2002 | Identical |
DIN-FACHBERICHT 92 : 2000 | Corresponds |
NF ENV 1992 1-2 : 2001 XP | Identical |
DD ENV 1992-1.2 : DRAFT JUL 1996 | Identical |
UNE-ENV 1992-1-2:1996 | Identical |
DIN V ENV 1992-1-2:1997-05 | Identical |
I.S. ENV 1992-1-2:1996 | Identical |
CEN/TR 14819-2:2005 | Safety recommendations for cableway installations designed to carry persons - Prevention and fight against fire - Part 2: Other funicular railways and other installations |
13/30277107 DC : 0 | BS EN 14389-2 - ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 2: NON-ACOUSTICAL CHARACTERISTICS |
99/109836 DC : DRAFT DEC 1999 | PREN 13791 - ASSESSMENT OF CONCRETE COMPRESSIVE STRENGTH IN STRUCTURES OR IN STRUCTURAL ELEMENTS |
DD ENV 13381-3:2002 | Test methods for determining the contribution to the fire resistance of structural members Applied protection to concrete members |
13/30277104 DC : 0 | BS EN 14389-1 - ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 1: ACOUSTICAL CHARACTERISTICS |
04/19988805 DC : DRAFT OCT 2004 | EN 15050 - PRECAST CONCRETE BRIDGE ELEMENTS |
05/30128234 DC : DRAFT FEB 2005 | EN 1473 - INSTALLATION AND EQUIPMENT FOR LIQUEFIED NATURAL GAS - DESIGN OF ONSHORE INSTALLATIONS |
PREN 14389-2 : DRAFT 2013 | ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 2: NON-ACOUSTICAL CHARACTERISTICS |
I.S. CEN TR 14819-2:2006 | SAFETY RECOMMENDATIONS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - PREVENTION AND FIGHT AGAINST FIRE - PART 2: OTHER FUNICULAR RAILWAYS AND OTHER INSTALLATIONS |
I.S. CEN TR 14819-1:2004 | SAFETY RECOMMENDATIONS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - PREVENTION AND FIGHT AGAINST FIRE - PART 1: FUNICULAR RAILWAYS IN TUNNELS |
DIN EN 13645:2002-07 | INSTALLATIONS AND EQUIPMENT FOR LIQUEFIED NATURAL GAS - DESIGN OF ONSHORE INSTALLATIONS WITH A STORAGE CAPACITY BETWEEN 5 T AND 200 T |
PD CEN/TR 14819-2:2005 | Safety recommendations for cableway installations designed to carry persons. Prevention and fight against fire Other funicular railways and other installations |
PREN 14389-1 : DRAFT 2013 | ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 1: ACOUSTICAL CHARACTERISTICS |
99/712245 DC : DRAFT AUG 1999 | PREN 10080-1 - STEEL FOR CONCRETE REINFORCEMENT OF CONCRETE - WELDABLE REINFORCING STEEL - PART 1: GENERAL REQUIREMENTS |
DD ENV 13381-2:2002 | Test methods for determining the contribution to the fire resistance of structural members Vertical protective membranes |
99/107557 DC : DRAFT SEP 1999 | PREN 13693 - SPECIAL PRECAST PRESTRESSED CONCRETE ROOF ELEMENTS |
ENV 13381-2:2002 | Test methods for determining the contribution to the fire resistance of stuctural members - Part 2: Vertical protective membranes |
ENV 13381-3:2002 | Test methods for determining the contribution to the fire resistance of structural members - Part 3: Applied protection to concrete members |
02/102266 DC : DRAFT MAR 2002 | PREN 14389-2 - ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 2: NON-ACOUSTICAL CHARACTERISTICS |
99/710167 DC : DRAFT JUNE 1999 | DRAFT BS: EN 13645 INSTALLATIONS AND EQUIPMENT FOR LIQUEFIED NATURAL GAS - DESIGN OF ONSHORE INSTALLATIONS WITH A STORAGE CAPACITY BETWEEN 5 T AND 200 T |
ISO/TR 12471:2004 | Computational structural fire design Review of calculation models, fire tests for determining input material data and needs for further development |
I.S. ENV 13381-2:2002 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 2: VERTICAL PROTECTIVE MEMBRANES |
I.S. ENV 13381-3:2002 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 3: APPLIED PROTECTION TO CONCRETE MEMBERS |
BS EN 13645:2002 | Installations and equipment for liquefied natural gas. Design of onshore installations with a storage capacity between 5 t and 200 t |
EN 13645:2001 | Installations and equipment for liquefied natural gas - Design of onshore installations with a storage capacity between 5 t and 200 t |
PD ISO/TR 12471:2004 | Computational structural fire design. Review of calculation models, fire tests for determining input material data and needs for further development |
98/104230 DC : DRAFT MAY 1998 | PREN 13224 - PRECAST RIBBED FLOOR ELEMENTS |
00/106850 DC : DRAFT OCT 2000 | PREN 13914-1 - THE DESIGN, PREPARATION AND APPLICATION OF EXTERNAL RENDERING AND INTERNAL PLASTERING - EXTERNAL RENDERING |
05/30134009 DC : DRAFT MAY 2005 | EN 15254-1 - EXTENDED APPLICATION OF RESULTS FROM FIRE RESISTANCE TESTS - NON-LOADBEARING WALLS - PART 1: GENERAL |
Access your standards online with a subscription
Features
-
Simple online access to standards, technical information and regulations.
-
Critical updates of standards and customisable alerts and notifications.
-
Multi-user online standards collection: secure, flexible and cost effective.