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BSI 24/30397912 DC:2024 Edition

BSI 24/30397912 DC:2024 Edition

$24.66

BS EN 1993-2 Eurocode 3 – Design of steel structures – Part 2: Steel Bridges

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BSI 2024 128
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PDF Catalog

PDF Pages PDF Title
10 0.1 Introduction to the Eurocodes
0.2 Introduction to EN 1993 (all parts)
11 0.3 Introduction to EN 19932
12 0.4 Verbal forms used in the Eurocodes
0.5 National annex for prEN 19932
14 1 Scope
1.1 Scope of EN 19932
1.2 Assumptions
2 Normative references
15 3 Terms, definitions and symbols
3.1 Terms and definitions
3.2 Symbols
3.2.1 General
3.2.2 Latin upper-case symbols
17 3.2.3 Latin lower-case symbols
19 3.2.4 Greek upper-case symbols
20 3.2.5 Greek lower-case symbols
23 4 Basis of design
4.1 General rules
4.1.1 Basic requirements
4.1.2 Structural reliability
4.1.3 Robustness
4.1.4 Design service life for bridges
4.1.5 Durability
4.2 Basic variables
4.2.1 Actions and environmental influences
24 4.2.2 Material and product properties
4.3 Verification by the partial factor method
25 4.4 Partial factors for fatigue verifications
26 4.5 Design assisted by testing
27 5 Materials
5.1 General
5.2 Structural steel
5.2.1 Material properties
5.2.2 Ductility requirements
5.2.3 Fracture toughness
5.2.4 Through thickness properties
28 5.2.5 Values of other material properties
5.3 Connecting devices
5.3.1 Fasteners
5.3.1.1 Bolts, nuts and washers
5.3.1.2 Rivets
5.3.1.3 Anchor bolts
5.3.2 Welding consumables
5.4 Cables and other tension elements
5.5 Bearings
29 5.6 Dampers and lock-up devices
5.7 Other bridge components
30 6 Durability
31 7 Structural analysis
7.1 Structural modelling for analysis
7.1.1 Basic assumptions
7.1.2 Joint modelling
7.2 Global analysis
7.2.1 Consideration of second order effects
7.2.2 Methods of analysis for ultimate limit state design checks
7.3 Imperfections
7.3.1 Basis
32 7.3.2 Sway imperfections
7.3.3 Equivalent bow imperfection for global and member analysis
7.3.3.1 Flexural buckling
7.3.3.2 Lateral torsional buckling
7.3.4 Combination of sway and equivalent bow imperfections
7.3.5 Imperfections for analysis of bracing systems
7.3.6 Imperfection based on elastic critical buckling modes
7.4 Methods of analysis
7.4.1 General
7.4.2 Elastic global analysis
7.5 Classification of cross-sections
33 8 Ultimate limit states
8.1 Partial factors
8.2 Resistance of cross-sections
8.2.1 General
8.2.2 Section properties
8.2.2.1 Gross cross-section
8.2.2.2 Net area
8.2.2.3 Shear lag effects
8.2.2.4 Effective properties of cross-section with class 3 webs and class 1 or 2 flanges
8.2.2.5 Effective cross-section properties of class 4 cross-sections
8.2.2.6 Section properties for the characteristic resistance
34 8.2.3 Tension
8.2.4 Compression
8.2.5 Bending
8.2.6 Shear
35 8.2.7 Torsion
8.2.7.1 General
8.2.7.2 Torsion for which distortional effects may be neglected
8.2.8 Combined bending and shear
8.2.9 Combined bending and axial force
8.2.9.1 Class 1 and class 2 cross-sections
8.2.9.2 Class 3 cross-sections
8.2.9.3 Class 4 cross-sections
8.2.10 Combined bending, shear and axial force
36 8.2.11 Combined bending, shear, axial force and transverse loads
8.3 Buckling resistance of members
8.3.1 Uniform members in compression
8.3.1.1 Buckling resistance
8.3.1.2 Slenderness of compression members
8.3.1.3 Buckling reduction factor for flexural buckling
8.3.1.4 Buckling reduction factors for torsional and torsional-flexural buckling
8.3.1.5 Use of class 3 section properties with stress limits
8.3.2 Uniform members in bending
8.3.3 Uniform members in bending and axial compression
8.3.4 General method for lateral and lateral torsional buckling of structural components
37 8.3.5 Simplified method for lateral and lateral torsional buckling of structural components
39 8.3.6 Plate girders curved in plan
40 8.4 Uniform built-up compression members
8.5 Buckling of plates
41 9 Serviceability limit states
9.1 General
42 9.2 Calculation models
9.3 Limitations for stress
43 9.4 Limitation of web breathing
9.5 Limits for clearance gauges
44 9.6 Limits for visual impression
9.7 Performance criteria for railway bridges
9.8 Performance criteria for road bridges
9.8.1 General
9.8.2 Deflection limits to avoid excessive impact from traffic
9.8.3 Resonance effects
9.9 Performance criteria for pedestrian bridges
45 9.10 Performance criteria for the effect of wind
9.11 Accessibility of joint details and surfaces
9.12 Drainage
46 10 Fatigue
10.1 General
10.1.1 Requirements for fatigue verification
10.1.2 Design of road bridges for fatigue
10.1.3 Design of railway bridges for fatigue
47 10.2 Fatigue loading
10.2.1 General
10.2.2 Simplified fatigue load model for road bridges
48 10.2.3 Simplified fatigue load model for railway bridges
10.3 Fatigue stress range
10.3.1 General
10.3.2 Analysis for fatigue
10.3.2.1 Longitudinal stiffeners
10.3.2.2 Crossbeams
50 10.4 Fatigue verification procedures
10.4.1 Fatigue verification
51 10.4.2 Damage equivalent factors λ for road bridges
10.4.3 Damage equivalent factors λ for railway bridges
55 10.4.4 Combination of damage from local and global stress ranges
10.5 Fatigue resistance
56 10.6 Post weld treatment
57 11 Fasteners, welds, connections and joints
11.1 Connections using bolts, rivets or pins
11.1.1 General
11.1.2 Injection bolts
11.1.3 Hybrid connections
11.1.4 Connections with lug angles
11.1.5 Bolts on threaded holes
11.1.6 Angles connected by one leg
11.1.7 Distribution of forces between fasteners at the ultimate limit state
11.2 Welded connections
11.2.1 General
11.2.2 Intermittent fillet welds
11.2.3 Plug welds
58 11.2.4 Flare groove welds
11.2.5 Distribution of forces
11.2.6 Eccentrically loaded single fillet or single-sided partial penetration butt welds
11.3 Structural joints connecting H- or I-sections
11.4 Hollow section joints
59 Annex A (normative)Design of hangers for tied-arch bridges
A.1 Use of this Annex
A.2 Scope and field of application
A.3 Design principles
A.3.1 Material and cross-sections for tension members
60 A.3.2 Design recommendations for welded connections of round bar steel hangers
63 A.3.3 Design recommendations for forged hangers
64 A.3.4 Design recommendations for flat steel plate hangers
65 A.3.5 Design recommendations for rope hangers
67 A.3.6 Measures to reduce restraint forces from the main structure
A.4 Design rules for round bar steel hangers
A.4.1 Application limits
A.4.2 Oscillations due to vortex shedding
68 A.4.3 Rain-wind-induced oscillations
70 A.4.4 Traffic-induced stresses
A.4.5 Verification concepts
A.4.5.1 Verification concept for traffic and oscillations due to vortex shedding
A.4.5.2 Verification concept for rain-wind-induced vibrations
71 A.5 Design of flat steel plate hangers
A.5.1 Oscillations due to vortex shedding
73 A.5.2 Galloping
A.5.2.1 Onset wind velocities for galloping oscillations in the bending mode
A.5.2.2 Onset wind velocities for galloping oscillations in the torsional mode
74 A.5.3 Traffic-induced stresses
A.5.4 Verification concept
A.6 Design rules for rope hangers
76 Annex B (normative)Supplementary rules for the design of plate girders curved in plan with rigid restraints to the compression flange
B.1 Use of this annex
B.2 Scope and field of application
B.3 Bending resistance
77 B.4 Shear resistance
79 B.5 Interaction between shear force and bending moment
B.6 Design of restraints to the compression flange
80 Annex C (informative)Recommendations for the structural detailing of steel bridge decks
C.1 Use of this annex
C.2 Scope and field of application
C.3 Road bridges
C.3.1 General
82 C.3.2 Deck plate
C.3.2.1 General
83 C.3.2.2 Thickness of deck plates and minimum stiffness of stiffeners
85 C.3.2.3 Deck plate welds
86 C.3.2.4 Connection between the deck plate and webs of main girders, webs of open section stiffeners and webs of crossbeams
C.3.3 Longitudinal stiffeners
C.3.3.1 General
C.3.3.2 Type of stiffeners
C.3.3.3 Stiffener to deck plate connection
87 C.3.3.4 Stiffener to stiffener connection
C.3.3.5 Connection of stiffeners to the web of the crossbeam
91 C.3.4 Crossbeams
C.3.4.1 General
C.3.4.2 Connections of the web of crossbeam
92 C.3.4.3 Connections of the flange of crossbeams
C.3.4.4 Transverse stiffeners, frames or diaphragms
C.4 Railway bridges
C.4.1 General
93 C.4.2 Plate thickness and dimensions
94 C.4.3 Design of stiffener to crossbeam connection
95 C.4.4 Weld preparation and inspections
C.4.4.1 General
C.4.4.2 Weld preparation for stiffener to deck plate connections
C.4.5 Analyses
C.4.5.1 Analysis of longitudinal stiffeners
C.4.5.2 Analysis of crossbeams – General
96 C.4.5.3 Analysis of crossbeams of orthotropic bridge decks with closed section stiffeners
97 C.4.6 Flame cut surfaces
C.5 Tolerances for semi-finished products and fabrication
C.5.1 Tolerances for semi-finished products
C.5.2 Tolerances for fabrication
C.5.3 Particular requirements for welded connections
111 Annex D (normative)Equivalent geometrical imperfections for arched bridges
D.1 Use of this annex
D.2 Scope and field of application
D.3 Definition of the equivalent geometrical imperfections
113 Annex E (normative)Combination of effects from local wheel and tyre loads and from global traffic loads on road bridges
E.1 Use of this annex
E.2 Scope and field of application
E.3 Combination rule for global and local load effects
114 E.4 Combination factor
115 Annex F (informative)Damage equivalent factors λ for fatigue verification of road bridge decks
F.1 Use of this annex
F.2 Set 1 of damage equivalent factors λ
F2.1 Scope and field of application
F2.2 Simplified fatigue load model
F2.3 Damage equivalent factors λ
118 F.3 Set 2 of damage equivalent factors λ
F3.1 Scope and field of application
F3.2 Simplified fatigue load model for road bridges
119 F3.3 Damage equivalent factors λ

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BSI 24/30397912 DC
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