{"id":435041,"date":"2024-10-20T07:47:25","date_gmt":"2024-10-20T07:47:25","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-23-30462497-dc-2023\/"},"modified":"2024-10-26T14:46:16","modified_gmt":"2024-10-26T14:46:16","slug":"bsi-23-30462497-dc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-23-30462497-dc-2023\/","title":{"rendered":"BSI 23\/30462497 DC 2023"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 30462497-NC.pdf <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | 41_e_stf (5).pdf <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 1 Scope 1.1 Scope of EN\u00a019952 1.2 Assumptions 2 Normative references <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 3.2 Symbols and abbreviations 3.2.1 Latin upper case letters <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 3.2.2 Latin lower case letters <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 3.2.3 Greek upper case letters <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 3.2.4 Greek lower case letters 3.2.5 Abbrevations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 4 Basis of design 4.1 General rules 4.1.1 Basic requirements 4.1.2 Design service life 4.1.2.1 General <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 4.1.2.2 Protected timber bridges 4.1.2.3 Timber bridges protected for a 50-year design service life <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 4.1.2.4 Replaceable structures or parts of structure 4.1.2.5 Temporary structures and unprotected timber members 4.1.3 Robustness <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 4.2 Principles of limit state design 4.3 Basic variables 4.3.1 Actions and environmental influences 4.3.1.1 General <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 4.3.1.2 Moisture content 4.3.1.3 Load-duration classes <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 5.2 Concrete 5.3 Steel 5.4 Fasteners <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 5.5 Fibre-Polymer Composite <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 6 Durability 6.1 Constructive measures 6.1.1 General 6.1.2 Protected members <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 6.1.3 Moisture protection of wood and wood-based materials 6.2 Water Management 6.2.1 General <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 6.2.2 Protection of timber decks from water by sealing <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6.2.3 Sealing systems <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 6.3 Protection of steel elements against corrosion <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 6.4 Inspection and maintenance of timber bridges 7 Structural analysis 7.1 Laminated timber decks 7.1.1 System stiffness, Numerical analysis <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 7.1.2 Effective loaded area for concentrated vertical loads 7.2 Timber-concrete composite (TCC) <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 7.3 Other composite members 7.4 Planks 7.5 Integral abutment bridges 7.6 Bracings <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 7.7 Bearings 8 Ultimate limit states 8.1 Timber decks 8.1.1 System strength <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 8.1.2 Stress-laminated timber decks in bridges <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 8.2 TCC bridge structures 8.2.1 Beams and slabs – Verification of composite cross sections <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 8.2.2 Adhesively bonded TCC bridges <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 8.2.3 Detailing of the surface and the cross section of the bridge 8.2.4 Detailing of the shear connection <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 9 Serviceability limit states 9.1 Irreversible deformations of stress-laminated timber decks <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 9.2 Deflections <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 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) <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 9.3.1.4 Determination of natural frequencies <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 9.3.1.5 Determination of accelerations <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 9.3.1.6 Damping ratio 9.3.2 Vibrations of road bridges <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 9.3.3 Vibrations caused by wind 10 Fatigue 10.1 General 10.2 Fatigue loading <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 10.3 Fatigue verification 10.4 Simplified fatigue verification <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 11 Joints and Connections 11.1 General 11.2 Laterally loaded dowel-type fasteners 11.3 Notched connections in timber-concrete composites <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Annex\u00a0A (normative)Evaluation of effective composite creep coefficients A.1 Use of this annex A.2 Scope and field of application A.3 General <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Annex\u00a0B (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 <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Annex\u00a0C (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 <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | C.3 Basis of design C.4 Modelling C.5 Force-based approach <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | C.6 Bearing <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Annex\u00a0D (informative)Examples for Detailing D.1 Use of this annex D.2 Scope and field of application D.3 General D.4 Protection concepts <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | D.5 Structural detailing <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | D.6 Installation of monitoring systems <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Annex\u00a0E (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 <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | E.3.2 Moisture E.4 Dimensional changes in timber bridge parts E.4.1 General <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | E.4.2 Longitudinally fixed timber deck E.4.3 Stressing rods and bars of steel E.4.4 Cupping of prestressed timber decks <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 1995-2. Eurocode 5. Design of timber structures – Part 2. Bridges<\/b><\/p>\n |