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eLibrary > 24/30457258 DC EN 1994-2 Eurocode 4. Design of composite steel and concrete structures. - Part 2: Bridges >

24/30457258 DC EN 1994-2 Eurocode 4. Design of composite steel and concrete structures. - Part 2: Bridges, 2024

41_e_stf.pdf [Go to Page]
1 Scope [Go to Page]
1.1 Scope of EN 19942
1.2 Assumptions
2 Normative references
3 Terms, definitions and symbols [Go to Page]
3.1 Terms and definitions
3.2 Symbols and abbreviations
4 Basis of design [Go to Page]
4.1 General rules
4.2 Principles of limit states design
4.3 Basic variables
4.4 Verification by the partial factor method [Go to Page]
4.4.1 Design values [Go to Page]
4.4.1.1 Design values of actions
4.4.1.2 Design values of material or product properties
4.4.1.3 Design values of geometrical data
4.4.1.4 Design resistances
4.4.2 Combination of actions
5 Materials [Go to Page]
5.1 Concrete
5.2 Reinforcing steel
5.3 Structural steel
5.4 Connecting devices
5.5 Prestressing steel and devices
5.6 Tension components in steel
6 Durability [Go to Page]
6.1 General
6.2 Corrosion protection at the steel-concrete interface
7 Structural analysis [Go to Page]
7.1 Structural modelling for analysis [Go to Page]
7.1.1 Structural modelling and basic assumptions
7.1.2 Joint modelling
7.1.3 Ground-structure interaction
7.2 Structural stability
7.3 Imperfections
7.4 Calculation of action effects [Go to Page]
7.4.1 Methods of global analysis
7.4.2 Linear elastic analysis [Go to Page]
7.4.2.1 General
7.4.2.2 Creep and shrinkage
7.4.2.3 Effects of cracking of concrete
7.4.2.4 Stages and sequence of construction
7.4.2.5 Temperature effects
7.4.2.6 Pre-stressing by controlled imposed deformations
7.4.2.7 Prestressing by tendons
7.4.2.8 Composite tension members
7.4.2.9 Filler beam decks
7.4.3 Nonlinear global analysis
7.4.4 Combination of global and local action effects
7.5 Classification of cross-sections [Go to Page]
7.5.1 General
7.5.2 Classification of composite sections without concrete encasement
7.5.3 Classification of sections of filler beam decks
8 Ultimate limit states [Go to Page]
8.1 Beams [Go to Page]
8.1.1 General
8.1.2 Effective width for verification of cross-sections
8.2 Resistances of cross-sections of beams [Go to Page]
8.2.1 Bending resistance [Go to Page]
8.2.1.1 General
8.2.1.2 Plastic moment resistance Mpl,Rd of a composite cross-section
8.2.1.3 Additional rules for beams
8.2.1.4 Elastic resistance to bending
8.2.1.5 Nonlinear resistance based on stress-strain relationships
8.2.1.6 Nonlinear resistance to bending
8.2.2 Resistance to vertical shear
8.3 Filler beam decks [Go to Page]
8.3.1 Scope
8.3.2 General
8.3.3 Bending moments
8.3.4 Vertical shear
8.3.5 Resistance and stability of steel beams during execution
8.4 Lateral-torsional buckling of composite beams [Go to Page]
8.4.1 General
8.4.2 Verification of lateral-torsional buckling of continuous composite beams with uniform cross-sections in Class 1, 2 and 3
8.4.3 General methods for buckling of members and frames [Go to Page]
8.4.3.1 General method
8.4.3.2 Simplified method
8.5 Transverse forces on webs
8.6 Shear connection [Go to Page]
8.6.1 Basis of design
8.6.2 General method using nonlinear analysis
8.6.3 Longitudinal shear force in beams
8.6.4 Other beams where plastic theory is used for the resistance of the cross-section
8.6.5 Beams in which elastic theory is used for the resistance of the cross-section
8.6.6 Beams in which nonlinear theory is used for the resistance of the cross-section
8.6.7 Local effects of concentrated longitudinal shear force
8.6.8 Headed stud connectors in solid slabs and concrete encasement
8.6.9 Design resistance of headed studs used with profiled steel sheeting
8.6.10 Detailing of the shear connection and influence of execution [Go to Page]
8.6.10.1 Resistance to separation
8.6.10.2 Cover and concreting
8.6.10.3 Local reinforcement in the slab
8.6.10.4 Haunches other than formed by profiled steel sheeting
8.6.10.5 Spacing of connectors
8.6.10.6 Dimensions of the steel flange
8.6.10.7 Headed stud connectors
8.6.10.8 Headed studs used with profiled sheeting
8.6.11 Longitudinal shear in concrete slabs
8.7 Fatigue [Go to Page]
8.7.1 General
8.7.2 Partial factors for fatigue verification
8.7.3 Fatigue strength
8.7.4 Internal forces and fatigue loadings
8.7.5 Stresses [Go to Page]
8.7.5.1 General
8.7.5.2 Concrete
8.7.5.3 Structural steel
8.7.5.4 Reinforcement
8.7.5.5 Shear connection
8.7.5.6 Stresses in reinforcement and prestressing steel in members prestressed by bonded tendons
8.7.6 Stress ranges [Go to Page]
8.7.6.1 Structural steel and reinforcement
8.7.6.2 Shear connection
8.7.7 Fatigue assessment based on nominal stress ranges [Go to Page]
8.7.7.1 Structural steel, reinforcement and concrete
8.7.7.2 Shear connection
8.8 Composite columns and composite compression members
8.9 Composite tension members
9 Serviceability limit states [Go to Page]
9.1 General
9.2 Stresses [Go to Page]
9.2.1 General
9.2.2 Stress limitation
9.2.3 Web breathing
9.2.4 Longitudinal shear force in beams
9.3 Deformations [Go to Page]
9.3.1 Deflections
9.3.2 Vibrations
9.4 Cracking of concrete [Go to Page]
9.4.1 General
9.4.2 Minimum reinforcement
9.4.3 Control of cracking due to direct loading
9.5 Filler beam decks [Go to Page]
9.5.1 General
9.5.2 Cracking of concrete
9.5.3 Minimum reinforcement
9.5.4 Control of cracking due to direct loading
10 Precast concrete slabs [Go to Page]
10.1 General
10.2 Actions
10.3 Design, analysis and detailing of the bridge slab
10.4 Interface between steel beam and concrete slab [Go to Page]
10.4.1 Bedding and tolerances
10.4.2 Corrosion
10.4.3 Shear connection and transverse reinforcement
11 Composite plates [Go to Page]
11.1 General
11.2 Design for local effects
11.3 Design for global effects
11.4 Design of shear connectors [Go to Page]

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