BS EN 1992-2:2005
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Eurocode 2. Design of concrete structures Concrete bridges. Design and detailing rules
Hardcopy , PDF
11-22-2023
English
02-28-2010
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SECTION 1 - General
SECTION 2 - Basis of Design
SECTION 3 - Materials
SECTION 4 - Durability and cover to reinforcement
SECTION 5 - Structural analysis
SECTION 6 - Ultimate Limit States (ULS)
SECTION 7 - Serviceability Limit States (SLS)
SECTION 8 - Detailing of reinforcement and prestressing
tendons - General
SECTION 9 - Detailing of members and particular rules
SECTION 10 - Additional rules for precast concrete
elements and structures
SECTION 11 - Lightweight aggregate concrete structures
SECTION 12 - Plain and lightly reinforced concrete structures
SECTION 113 - Design for the execution stages
ANNEX A (informative) - Modification of partial factors for
materials
ANNEX B (informative) - Creep and shrinkage strain
ANNEX C (normative) - Properties of reinforcement suitable
for use with this Eurocode
ANNEX D (informative) - Detailed calculation method for
prestressing steel relaxation losses
Annex E (informative) - Indicative strength classes for
durability
Annex F (Informative) - Tension reinforcement expressions
for in-plane stress conditions
Annex G (informative) - Soil structure interaction
Annex H (informative) - Global second order effects in
structures
Annex I (informative) - Analysis of flat slabs and shear
walls
Annex J (informative) - Detailing rules for particular
situations
Annex KK (informative) - Structural effects of time dependent
behaviour of concrete
Annex LL (informative) - Concrete shell elements
Annex MM (informative) - Shear and transverse bending
Annex NN (informative) - Damage equivalent stresses for
fatigue verification
ANNEX OO (informative) - Typical bridge discontinuity
regions
Annex PP (informative) - Safety format for non linear
analysis
Annex QQ (informative) - Control of shear cracks within
webs
BS EN 1992-2 gives principles and application rules for the design of concrete bridges in addition to those stated in BS EN 1992-1-1. All relevant clauses of BS EN 1992-1-1 are applicable unless specifically deleted or varied by BS EN 1992-2. Clauses of EN 1992-1-1 that apply to the design of bridges are listed at the beginning of each section. In addition to dealing with the design requirements at various limit states, the code also provides guidance on safety format for non-linear analysis. Twelve informative annexes provide detailed guidance on specific topics.
| Committee |
B/525/2
|
| DevelopmentNote |
Supersedes DD ENV 1992 PT2. (12/2005) National Annex of this document is also available. See BS EN 1992-2 NA. (12/2007) Supersedes BS 5400-7(1978), BS 5400-8(1978) & BS 5400-4(1990). (04/2010) Also available as part of BS KIT 206. (08/2010)
|
| DocumentType |
Standard
|
| Pages |
100
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
(101)P Part 2 of Eurocode 2 gives a basis for the design of bridges and parts of bridges in plain, reinforced and prestressed concrete made with normal and light weight aggregates.
(102)P The following subjects are dealt with in Part 2.
Section 1: General
Section 2: Basis of design
Section 3: Materials
Section 4: Durability and cover to reinforcement
Section 5: Structural analysis
Section 6: Ultimate limit states
Section 7: Serviceability limit states
Section 8: Detailing of reinforcement and prestressing tendons — General
Section 9: Detailing of members and particular rules
Section 10: Additional rules for precast concrete elements and structures
Section 11: Lightweight aggregate concrete structures
Section 12: Plain and lightly reinforced concrete structures
Section 113: Design for the execution stages
| Standards | Relationship |
| SN EN 1992-2 : 2005 | Identical |
| NEN EN 1992-2 : 2011 | Identical |
| NS EN 1992-2 : 2005 + NA 2010 | Identical |
| NBN EN 1992-2 : 2005 COR 2008 | Identical |
| I.S. EN 1992-2:2005 | Identical |
| NF EN 1992-2 : 2006 | Identical |
| UNI EN 1992-2 : 2006 | Identical |
| EN 1992-2:2005 | Equivalent |
| EN 1992-2:2005/AC:2008 | Identical |
| DIN EN 1992-2:2010-12 | Identical |
| 08/30189211 DC : DRAFT SEP 2008 | PD 6694-1 - RECOMMENDATIONS FOR THE DESIGN OF STRUCTURES SUBJECT TO TRAFFIC LOADING TO BS EN 1997-1:2004 |
| 12/30256522 DC : 0 | PD 6696-2 - BACKGROUND PAPER TO BS EN 1994-2 AND THE UK NATIONAL ANNEX TO BS EN 1994-2 |
| 13/30262060 DC : 0 | BS 5502-22+A1 - BUILDINGS AND STRUCTURES FOR AGRICULTURE - PART 22: CODE OF PRACTICE FOR DESIGN, CONSTRUCTION AND LOADING |
| BS EN 1994-2 NA : 2005 | UK NATIONAL ANNEX TO EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES |
| 15/30302283 DC : 0 | BS 8081 - GROUTED ANCHORS - CODE OF PRACTICE |
| BS 8081:2015 | CODE OF PRACTICE FOR GROUTED ANCHORS |
| EN 12504-1:2009 | Testing concrete in structures - Part 1: Cored specimens - Taking, examining and testing in compression |
| BS PD6696-2(2007) : 2007 | BACKGROUND PAPER TO BS EN 1994-2 AND THE UK NATIONAL ANNEX TO BS EN 1994-2 |
| PD 6687-1:2010 | Background paper to the National Annexes to BS EN 1992-1 and BS EN 1992-3 |
| BS EN 12504-1:2009 | Testing concrete in structures Cored specimens. Taking, examining and testing in compression |
| PD 6694-1:2011 | Recommendations for the design of structures subject to traffic loading to BS EN 1997-1:2004 |
| BS 8666:2005 | Scheduling, dimensioning, bending and cutting of steel reinforcement for concrete. Specification |
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