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ENV 1994-1-1 : 1992

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - GENERAL RULES FOR BUILDINGS
Superseded date

12-01-2004

Published date

01-12-2013

FOREWORD
0.1 OBJECTIVES OF THE EUROCODES
0.2 BACKGROUND TO THE EUROCODE PROGRAMME
0.3 EUROCODE PROGRAMME
0.4 NATIONAL APPLICATION DOCUMENTS
0.5 MATTERS SPECIFIC TO THIS PRE-STANDARD
CHAPTER 1 - INTRODUCTION
1.1 SCOPE
1.2 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES
1.3 ASSUMPTIONS
1.4 DEFINITIONS
1.5 S.I. UNITS
1.6 SYMBOLS USED IN PART 1.1 OF EUROCODE 4
CHAPTER 2 - BASIS OF DESIGN
2.1 FUNDAMENTAL REQUIREMENTS
2.2 DEFINITIONS AND CLASSIFICATIONS
2.3 DESIGN REQUIREMENTS
2.4 DURABILITY
CHAPTER 3 - MATERIALS
3.1 CONCRETE
3.2 REINFORCING STEEL
3.3 STRUCTURAL STEEL
3.4 PROFILED STEEL SHEETING FOR COMPOSITE SLABS
3.5 CONNECTING DEVICES
CHAPTER 4 - ULTIMATE LIMIT STATES
4.1 BASIS
4.2 PROPERTIES OF CROSS-SECTIONS OF BEAMS
4.3 CLASSIFICATION OF CROSS-SECTIONS OF BEAMS
4.4 RESISTANCES OF CROSS-SECTIONS OF BEAMS
4.5 INTERNAL FORCES AND MOMENTS IN CONTINUOUS BEAMS
4.6 LATERAL TORSIONAL BUCKLING OF COMPOSITE BEAMS FOR
     BUILDINGS
4.7 WEB CRIPPLING
4.8 COMPOSITE COLUMNS
4.9 INTERNAL FORCES AND MOMENTS IN FRAMES FOR BUILDINGS
4.10 COMPOSITE CONNECTIONS IN BRACED FRAMES FOR BUILDINGS
CHAPTER 5 - SERVICEABILITY LIMIT STATES
5.1 GENERAL
5.2 DEFORMATIONS
5.3 CRACKING OF CONCRETE IN BEAMS
CHAPTER 6 - SHEAR CONNECTION IN BEAMS FOR BUILDINGS
6.1 GENERAL
6.2 LONGITUDINAL SHEAR FORCE
6.3 DESIGN RESISTANCE OF SHEAR CONNECTORS
6.4 DETAILING OF THE SHEAR CONNECTION
6.5 FRICTION GRIP BOLTS
6.6 TRANSVERSE REINFORCEMENT
CHAPTER 7 - COMPOSITE SLABS WITH PROFILED STEEL SHEETING FOR
            BUILDINGS
7.1 GENERAL
7.2 DETAILING PROVISIONS
7.3 ACTIONS AND ACTION EFFECTS
7.4 ANALYSIS FOR INTERNAL FORCES AND MOMENTS
7.5 VERIFICATION OF PROFILED STEEL SHEETING AS SHUTTERING
7.6 VERIFICATION OF COMPOSITE SLABS
CHAPTER 8 - FLOORS WITH PRECAST CONCRETE SLABS FOR BUILDINGS
8.1 GENERAL
8.2 ACTIONS
8.3 PARTIAL SAFETY FACTORS FOR MATERIALS
8.4 DESIGN, ANALYSIS, AND DETAILING OF THE FLOOR SYSTEM
8.5 JOINT BETWEEN STEEL BEAMS AND CONCRETE SLAB
CHAPTER 9 - EXECUTION
9.1 GENERAL
9.2 SEQUENCE OF CONSTRUCTION
9.3 STABILITY
9.4 ACCURACY DURING CONSTRUCTION AND QUALITY CONTROL
CHAPTER 10 - DESIGN ASSISTED BY TESTING
10.1 GENERAL
10.2 TESTS ON SHEAR CONNECTORS
10.3 TESTING OF COMPOSITE FLOOR SLABS
ANNEX A - REFERENCE DOCUMENTS
A.1 SCOPE
A.2 STANDARDS ON MATERIALS AND PRODUCTS ASSOCIATED
     WITH PART 1.1 OF EUROCODE 4
A.3 REFERENCE DOCUMENTS FOR EXECUTION
A.4 GENERAL STANDARDS
ANNEX B - LATERAL-TORSIONAL BUCKLING
B.1 METHODS BASED ON A CONTINUOUS INVERTED-U FRAME MODEL
ANNEX C - SIMPLIFIED CALCULATION METHOD FOR RESISTANCE
          OF DOUBLY SYMMETRIC COMPOSITE CROSS SECTIONS IN
          COMBINED COMPRESSION AND BENDING
C.1 SCOPE AND ASSUMPTIONS
C.2 COMPRESSIVE RESISTANCES
C.3 POSITION OF NEUTRAL AXIS
C.4 BENDING RESISTANCES
C.5 INTERACTION WITH TRANSVERSE SHEAR
C.6 NEUTRAL AXES AND PLASTIC SECTION MODULI OF SOME CROSS
     SECTIONS
ANNEX D - DESIGN OF COMPOSITE COLUMNS WITH MONO-SYMMETRICAL
          CROSS-SECITONS - SIMPLIFIED METHOD
D.1 GENERAL
D.2 SCOPE
D.3 DESIGN FOR AXIAL COMPRESSION
D.4 DESIGN FOR COMPRESSION AND UNIAXIAL BENDING'
D.5 LONG-TERM BEHAVIOUR OF CONCRETE
ANNEX E - PARTIAL SHEAR CONNECTION METHOD FOR COMPOSITE SLABS
E.1 SCOPE
E.2 DETERMINATION OF tau[u, Rd]
E.3 VERIFICATION OF THE LONGITUDINAL SHEAR RESISTANCE
E.4 VERIFICATION OF COMPOSITE SLABS WITH END ANCHORAGE
E.5 VERIFICATION OF COMPOSITE SLABS WITH ADDITIONAL REINFORCEMENT
ANNEX F - CHECKLISTS OF THE INFORMATION REQUIRED IN TEST REPORTS
F.1 PUSH TESTS
F.2 TESTING OF COMPOSITE SLABS

Provides information required to permit the application of Eurocode No. 4. Applies to the design of composite structures and members for building and civil engineering works.

Committee
TC 250
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Superseded
SupersededBy

13/30277107 DC : 0 BS EN 14389-2 - ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 2: NON-ACOUSTICAL CHARACTERISTICS
I.S. 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
13/30277104 DC : 0 BS EN 14389-1 - ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 1: ACOUSTICAL CHARACTERISTICS
05/30128234 DC : DRAFT FEB 2005 EN 1473 - INSTALLATION AND EQUIPMENT FOR LIQUEFIED NATURAL GAS - DESIGN OF ONSHORE INSTALLATIONS
03/105149 DC : DRAFT MAR 2003 PREN 14620-2 - DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED STEEL TANKS FOR THE STORAGE OF REFRIGERATED, LIQUEFIED GASES WITH OPERATING TEMPERATURES BETWEEN -5 DEGREES C AND -165 DEGREES C - PART 2: METALLIC COMPONENTS
PREN 14389-2 : DRAFT 2013 ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 2: NON-ACOUSTICAL CHARACTERISTICS
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
DD ENV 13381-6:2002 Test methods for determining the contribution to the fire resistance of structural members Applied protection to concrete filled hollow steel columns
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
DD ENV 1994-2:2001 Eurocode 4. Design of composite steel and concrete structures Composite bridges (together with United Kingdom National Application Document)
PREN 14389-1 : DRAFT 2013 ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 1: ACOUSTICAL CHARACTERISTICS
I.S. ENV 1994-2:1998 EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: COMPOSITE BRIDGES
DD ENV 13381-5:2002 Test methods for determining the contribution to the fire resistance of structural members Applied protection to concrete/profiled sheet composite 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
PREN 14620-2 : DRAFT 2003 DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED STEEL TANKS FOR THE STORAGE OF REFRIGERATED, LIQUEFIED GASES WITH OPERATING TEMPERATURES BETWEEN -5 DEGREE C AND -165 DEGREE C - PART 2: METALLIC COMPONENTS
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
NF ENV 1090-1 : 96 FD EXECUTION OF STEEL STRUCTURES - PART 1: GENERAL RULES AND RULES FOR BUILDINGS
I.S. 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
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
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

ENV 206 : 1990 CONCRETE - PERFORMANCE, PRODUCTION, PLACING AND COMPLIANCE CRITERIA

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