I.S. EN 1994-1-1:2005
Current
The latest, up-to-date edition.
EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS (INCLUDING IRISH NATIONAL ANNEX)
Hardcopy , PDF
English
01-01-2005
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
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Foreword
Section 1 General
1.1 Scope
1.1.1 Scope of Eurocode 4
1.1.2 Scope of Part 1.1 of Eurocode 4
1.2 Normative references
1.2.1 General reference standards
1.2.2 Other reference standards
1.3 Assumptions
1.4 Distinction between principles and application rules
1.5 Definitions
1.5.1 General
1.5.2 Additional terms and definitions used in this
Standard
1.6 Symbols
Section 2 Basis of design
2.1 Requirements
2.2 Principles of limit state design
2.3 Basic variables
2.3.1 Actions and environmental influences
2.3.2 Material and product properties
2.3.3 Classification of actions
2.4 Verification by the partial factor method
2.4.1 Design values
2.4.2 Combination of actions
2.4.3 Verification of static equilibrium (EQU)
Section 3 Materials
3.1 Concrete
3.2 Reinforcing steel
3.3 Structural steel
3.4 Connecting devices
3.4.1 General
3.4.2 Headed stud shear connectors
3.5 Profiled steel sheeting for composite slabs in buildings
Section 4 Durability
4.1 General
4.2 Profiled steel sheeting for composite slabs in buildings
Section 5 Structural analysis
5.1 Structural modelling for analysis
5.1.1 Structural modelling and basic assumptions
5.1.2 Joint modelling
5.1.3 Ground-structure interaction
5.2 Structural stability
5.2.1 Effects of deformed geometry of the structure
5.2.2 Methods of analysis for buildings
5.3 Imperfections
5.3.1 Basis
5.3.2 Imperfections in buildings
5.4 Calculation of action effects
5.4.1 Methods of global analysis
5.4.2 Linear elastic analysis
5.4.3 Non-linear global analysis
5.4.4 Linear elastic analysis with limited redistribution
for buildings
5.4.5 Rigid plastic global analysis for buildings
5.5 Classification of cross-sections
5.5.1 General
5.5.2 Classification of composite sections without
concrete encasement
5.5.3 Classification of composite sections for buildings
with concrete encasement
Section 6 Ultimate limit states
6.1 Beams
6.1.1 Beams for buildings
6.1.2 Effective width for verification of cross-sections
6.2 Resistances of cross-sections of beams
6.2.1 Bending resistance
6.2.2 Resistance to vertical shear
6.3 Resistance of cross-sections of beams for buildings
with partial encasement
6.3.1 Scope
6.3.2 Bending resistance
6.3.3 Resistance to vertical shear
6.3.4 Bending and vertical shear
6.4 Lateral-torsional buckling of composite beams
6.4.1 General
6.4.2 Verification of lateral-torsional buckling of
continuous composite beams with cross-sections
in Class 1, 2 and 3 for buildings
6.4.3 Simplified verification for buildings without
direct calculation
6.5 Transverse forces on webs
6.5.1 General
6.5.2 Flange-induced buckling of webs
6.6 Shear connection
6.6.1 General
6.6.2 Longitudinal shear force in beams for buildings
6.6.3 Headed stud connectors in solid slabs and concrete
encasement
6.6.4 Design resistance of headed studs used with profiled
steel sheeting in buildings
6.6.5 Detailing of the shear connection and influence of
execution
6.6.6 Longitudinal shear in concrete slabs
6.7 Composite columns and composite compression members
6.7.1 General
6.7.2 General method of design
6.7.3 Simplified method of design
6.7.4 Shear connection and load introduction
6.7.5 Detailing Provisions
6.8 Fatigue
6.8.1 General
6.8.2 Partial factors for fatigue assessment for buildings
6.8.3 Fatigue strength
6.8.4 Internal forces and fatigue loadings
6.8.5 Stresses
6.8.6 Stress ranges
6.8.7 Fatigue assessment based on nominal stress ranges
Section 7 Serviceability limit states
7.1 General
7.2 Stresses
7.2.1 General
7.2.2 Stress limitation for buildings
7.3 Deformations in buildings
7.3.1 Deflections
7.3.2 Vibration
7.4 Cracking of concrete
7.4.1 General
7.4.2 Minimum reinforcement
7.4.3 Control of cracking due to direct loading
Section 8 Composite joints in frames for buildings
8.1 Scope
8.2 Analysis, modelling and classification
8.2.1 General
8.2.2 Elastic global analysis
8.2.3 Classification of joints
8.3 Design methods
8.3.1 Basis and scope
8.3.2 Resistance
8.3.3 Rotational stiffness
8.3.4 Rotation capacity
8.4 Resistance of components
8.4.1 Scope
8.4.2 Basic joint components
8.4.3 Column web in transverse compression
8.4.4 Reinforced components
Section 9 Composite slabs with profiled steel sheeting for
buildings
9.1 General
9.1.1 Scope
9.1.2 Definitions
9.2 Detailing provisions
9.2.1 Slab thickness and reinforcement
9.2.2 Aggregate
9.2.3 Bearing requirements
9.3 Actions and action effects
9.3.1 Design situations
9.3.2 Actions for profiled steel sheeting as shuttering
9.3.3 Actions for composite slab
9.4 Analysis for internal forces and moments
9.4.1 Profiled steel sheeting as shuttering
9.4.2 Analysis of composite slab
9.4.3 Effective width of composite slab for concentrated
point and line loads
9.5 Verification of profiled steel sheeting as shuttering
for ultimate limit states
9.6 Verification of profiled steel sheeting as shuttering for
serviceability limit states
9.7 Verification of composite slabs for ultimate limit states
9.7.1 Design criterion
9.7.2 Flexure
9.7.3 Longitudinal shear for slabs without end anchorage
9.7.4 Longitudinal shear for slabs with end anchorage
9.7.5 Vertical shear
9.7.6 Punching shear
9.8 Verification of composite slabs for serviceability limit
states
9.8.1 Control of cracking of concrete
9.8.2 Deflection
Annex A (Informative) Stiffness of joint components in buildings
A.1 Scope
A.2 Stiffness coefficients
A.2.1 Basic joint components
A.2.2 Other components in composite joints
A.2.3 Reinforced components
A.3 Deformation of the shear connection
Annex B (Informative) Standard tests
B.1 General
B.2 Tests on shear connectors
B.2.1 General
B.2.2 Testing arrangements
B.2.3 Preparation of specimens
B.2.4 Testing procedure
B.2.5 Test evaluation
B.3 Testing of composite floor slabs
B.3.1 General
B.3.2 Testing arrangement
B.3.3 Preparation of specimens
B.3.4 Test loading procedure
B.3.5 Determination of design values for m and k
B.3.6 Determination of the design values for tau[u,Rd]
Annex C (Informative) Shrinkage of concrete for composite
structures for buildings
Annex NA (informative) Irish National Annex to
Eurocode 4: Design of composite steel
and concrete structures - Part 1-1: General
rules and rules for buildings
Introduction
NA.1 Scope
NA.2 Nationally Determined Parameters
NA.3 Decisions on the status of informative annexes
Bibliography
Applicable to the design of composite structures and members for buildings and civil engineering works.
DevelopmentNote |
Supersedes X.I.S. ENV 1994-1-1. (08/2005) Now includes Irish National Annex 2010 which is also available as a separate document, See I.S. EN 1994-1-1 NATIONAL ANNEX. (03/2010)
|
DocumentType |
Standard
|
Pages |
133
|
PublisherName |
National Standards Authority of Ireland
|
Status |
Current
|
Supersedes |
Standards | Relationship |
NF EN 1994-1-1 : 2005 | Identical |
DIN EN 1994-1-1:2010-12 | Identical |
UNI EN 1994-1-1 : 2005 | Identical |
BS EN 1994-1-1:2004 | Identical |
SN EN 1994-1-1 : 2004 | Identical |
NS EN 1994-1-1 : 2004 + NA 2009 | Identical |
NEN EN 1994-1-1 : 2011 | Identical |
ISO 14555:2017 | Welding — Arc stud welding of metallic materials |
ISO 13918:2008 | Welding Studs and ceramic ferrules for arc stud welding |
EN 10025-4:2004 | Hot rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels |
EN 10149-2:2013 | Hot rolled flat products made of high yield strength steels for cold forming - Part 2: Technical delivery conditions for thermomechanically rolled steels |
EN 10025-1:2004 | Hot rolled products of structural steels - Part 1: General technical delivery conditions |
EN 10326:2004 | Continuously hot-dip coated strip and sheet of structural steels - Technical delivery conditions |
EN 10025-5:2004 | Hot rolled products of structural steels - Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance |
EN 1090-2:2008+A1:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
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 ISO 14555:2017 | Welding - Arc stud welding of metallic materials (ISO 14555:2017) |
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 13670:2009 | Execution of concrete structures |
EN 10149-3:2013 | Hot rolled flat products made of high yield strength steels for cold forming - Part 3: Technical delivery conditions for normalized or normalized rolled steels |
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