🔥🔥 Don’t Miss Out on Our End of Autumn Sale. If you have any questions, feel free to click the bottom right corner to contact our customer service..

Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
BSI 24/30457258 DC 2024

BSI 24/30457258 DC 2024

$13.70

EN 1994-2 Eurocode 4. Design of composite steel and concrete structures. – Part 2: Bridges

Published By Publication Date Number of Pages
BSI 2024 41
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Categories: ,

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

EN 1994-2 gives design rules for steel-concrete composite bridges or members of bridges, supplementary to the general rules given in EN 1994-1-1.

PDF Catalog

PDF Pages PDF Title
10 1 Scope
1.1 Scope of EN 19942
1.2 Assumptions
2 Normative references
11 3 Terms, definitions and symbols
3.1 Terms and definitions
3.2 Symbols and abbreviations
13 4 Basis of design
4.1 General rules
4.2 Principles of limit states design
4.3 Basic variables
14 4.4 Verification by the partial factor method
4.4.1 Design values
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
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
15 6 Durability
6.1 General
6.2 Corrosion protection at the steel-concrete interface
7 Structural analysis
7.1 Structural modelling for analysis
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
16 7.4 Calculation of action effects
7.4.1 Methods of global analysis
7.4.2 Linear elastic analysis
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
17 7.4.2.6 Pre-stressing by controlled imposed deformations
7.4.2.7 Prestressing by tendons
7.4.2.8 Composite tension members
18 7.4.2.9 Filler beam decks
19 7.4.3 Nonlinear global analysis
7.4.4 Combination of global and local action effects
7.5 Classification of cross-sections
7.5.1 General
20 7.5.2 Classification of composite sections without concrete encasement
7.5.3 Classification of sections of filler beam decks
8 Ultimate limit states
8.1 Beams
8.1.1 General
8.1.2 Effective width for verification of cross-sections
8.2 Resistances of cross-sections of beams
8.2.1 Bending resistance
8.2.1.1 General
8.2.1.2 Plastic moment resistance Mpl,Rd of a composite cross-section
21 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
8.3.1 Scope
23 8.3.2 General
8.3.3 Bending moments
24 8.3.4 Vertical shear
8.3.5 Resistance and stability of steel beams during execution
8.4 Lateral-torsional buckling of composite beams
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
8.4.3.1 General method
8.4.3.2 Simplified method
25 8.5 Transverse forces on webs
8.6 Shear connection
8.6.1 Basis of design
8.6.2 General method using nonlinear analysis
8.6.3 Longitudinal shear force in beams
26 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
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
27 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
8.7.1 General
8.7.2 Partial factors for fatigue verification
28 8.7.3 Fatigue strength
29 8.7.4 Internal forces and fatigue loadings
8.7.5 Stresses
8.7.5.1 General
8.7.5.2 Concrete
8.7.5.3 Structural steel
8.7.5.4 Reinforcement
30 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
8.7.6.1 Structural steel and reinforcement
31 8.7.6.2 Shear connection
8.7.7 Fatigue assessment based on nominal stress ranges
8.7.7.1 Structural steel, reinforcement and concrete
32 8.7.7.2 Shear connection
33 8.8 Composite columns and composite compression members
8.9 Composite tension members
34 9 Serviceability limit states
9.1 General
9.2 Stresses
9.2.1 General
9.2.2 Stress limitation
35 9.2.3 Web breathing
9.2.4 Longitudinal shear force in beams
9.3 Deformations
9.3.1 Deflections
9.3.2 Vibrations
9.4 Cracking of concrete
9.4.1 General
36 9.4.2 Minimum reinforcement
9.4.3 Control of cracking due to direct loading
9.5 Filler beam decks
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
10.1 General
37 10.2 Actions
10.3 Design, analysis and detailing of the bridge slab
10.4 Interface between steel beam and concrete slab
10.4.1 Bedding and tolerances
10.4.2 Corrosion
10.4.3 Shear connection and transverse reinforcement
38 11 Composite plates
11.1 General
11.2 Design for local effects
11.3 Design for global effects
39 11.4 Design of shear connectors

Related products

BSI 24/30457258 DC 2024
$13.70