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BSI 23/30462497 DC 2023

BSI 23/30462497 DC 2023

$13.70

BS EN 1995-2. Eurocode 5. Design of timber structures – Part 2. Bridges

Published By Publication Date Number of Pages
BSI 2023 86
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PDF Catalog

PDF Pages PDF Title
1 30462497-NC.pdf
3 41_e_stf (5).pdf
11 1 Scope
1.1 Scope of ENĀ 19952
1.2 Assumptions
2 Normative references
12 3 Terms, definitions, symbols and abbreviations
3.1 Terms and definitions
17 3.2 Symbols and abbreviations
3.2.1 Latin upper case letters
18 3.2.2 Latin lower case letters
19 3.2.3 Greek upper case letters
20 3.2.4 Greek lower case letters
3.2.5 Abbrevations
21 4 Basis of design
4.1 General rules
4.1.1 Basic requirements
4.1.2 Design service life
4.1.2.1 General
22 4.1.2.2 Protected timber bridges
4.1.2.3 Timber bridges protected for a 50-year design service life
23 4.1.2.4 Replaceable structures or parts of structure
4.1.2.5 Temporary structures and unprotected timber members
4.1.3 Robustness
24 4.2 Principles of limit state design
4.3 Basic variables
4.3.1 Actions and environmental influences
4.3.1.1 General
25 4.3.1.2 Moisture content
4.3.1.3 Load-duration classes
26 4.3.1.4 Service Classes (SC)
4.3.2 Seismic design – Ductile behaviour
4.4 Verification by the partial factor method
5 Materials
5.1 Timber
27 5.2 Concrete
5.3 Steel
5.4 Fasteners
28 5.5 Fibre-Polymer Composite
29 6 Durability
6.1 Constructive measures
6.1.1 General
6.1.2 Protected members
30 6.1.3 Moisture protection of wood and wood-based materials
6.2 Water Management
6.2.1 General
31 6.2.2 Protection of timber decks from water by sealing
32 6.2.3 Sealing systems
33 6.3 Protection of steel elements against corrosion
35 6.4 Inspection and maintenance of timber bridges
7 Structural analysis
7.1 Laminated timber decks
7.1.1 System stiffness, Numerical analysis
36 7.1.2 Effective loaded area for concentrated vertical loads
7.2 Timber-concrete composite (TCC)
37 7.3 Other composite members
7.4 Planks
7.5 Integral abutment bridges
7.6 Bracings
38 7.7 Bearings
8 Ultimate limit states
8.1 Timber decks
8.1.1 System strength
39 8.1.2 Stress-laminated timber decks in bridges
40 8.2 TCC bridge structures
8.2.1 Beams and slabs – Verification of composite cross sections
41 8.2.2 Adhesively bonded TCC bridges
42 8.2.3 Detailing of the surface and the cross section of the bridge
8.2.4 Detailing of the shear connection
43 9 Serviceability limit states
9.1 Irreversible deformations of stress-laminated timber decks
44 9.2 Deflections
45 9.3 Vibrations, damping
9.3.1 Vibrations induced by pedestrians
9.3.1.1 General
9.3.1.2 Definition of the Comfort Levels (CL)
9.3.1.3 Definition of Traffic Classes (TC)
46 9.3.1.4 Determination of natural frequencies
47 9.3.1.5 Determination of accelerations
50 9.3.1.6 Damping ratio
9.3.2 Vibrations of road bridges
51 9.3.3 Vibrations caused by wind
10 Fatigue
10.1 General
10.2 Fatigue loading
52 10.3 Fatigue verification
10.4 Simplified fatigue verification
53 11 Joints and Connections
11.1 General
11.2 Laterally loaded dowel-type fasteners
11.3 Notched connections in timber-concrete composites
54 AnnexĀ A (normative)Evaluation of effective composite creep coefficients
A.1 Use of this annex
A.2 Scope and field of application
A.3 General
57 AnnexĀ B (informative)Inspection and maintenance of timber bridges
B.1 Use of this annex
B.2 Scope and field of application
B.3 Moisture measurements
B.4 Maintenance strategy
59 AnnexĀ C (informative)Additional information on bearing and timber bridges under low seismic action
C.1 Use of this annex
C.2 Scope and field of application
60 C.3 Basis of design
C.4 Modelling
C.5 Force-based approach
61 C.6 Bearing
65 AnnexĀ D (informative)Examples for Detailing
D.1 Use of this annex
D.2 Scope and field of application
D.3 General
D.4 Protection concepts
68 D.5 Structural detailing
79 D.6 Installation of monitoring systems
81 AnnexĀ E (informative)Dimensional changes due to environmental effects
E.1 Use of this annex
E.2 Scope and field of application
E.3 Variations in temperature and moisture content
E.3.1 Temperature
82 E.3.2 Moisture
E.4 Dimensional changes in timber bridge parts
E.4.1 General
83 E.4.2 Longitudinally fixed timber deck
E.4.3 Stressing rods and bars of steel
E.4.4 Cupping of prestressed timber decks

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