BS EN 10137-2:1996
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
Plates and wide flats made of high yield strength structural steels in the quenched and tempered or precipitation hardened conditions Delivery conditions for quenched and tempered steels
Hardcopy , PDF
17-11-2004
BS EN 10025-6 : 2004
BS EN 10025-1:2004
BS EN 10025-6:2004+A1:2009
English
15-04-1996
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Foreword
1 Scope
2 Normative references
3 Definitions
4 Information to be supplied by the purchaser
4.1 General
4.2 Options
5 Dimensions, mass and tolerances
5.1 Dimensions and tolerances
5.2 Mass of steel
6 Classification and designation
6.1 Classification
6.2 Designation
7 Technical requirements
7.1 Steel manufacturing process
7.2 Delivery condition
7.3 Chemical composition
7.4 Mechanical properties
7.5 Technological properties
7.6 Surface finish
7.7 Internal soundness
8 Inspection and testing
8.1 General
8.2 Sampling
8.3 Test units
8.4 Verification of chemical composition
8.5 Preparation of samples and test pieces
8.6 Test methods
8.7 Retests and resubmission for testing
8.8 Inspection documents
9 Marking
10 Disputes
11 Options
Annexes
A (informative) List of corresponding former
designations
B (informative) Minimum inside bend radii for
flanging
Specifies requirements for plates and wide flats of high yield strength alloy special steels.
| Committee |
ISE/103
|
| DevelopmentNote |
DRAFT FOR COMMENT 93/306406 DC
|
| DocumentType |
Standard
|
| Pages |
16
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| Standards | Relationship |
| NF EN 10137-2 : 1995 | Identical |
| SN EN 10137-2 : 1996 | Identical |
| NBN EN 10137-2 : 1995 | Identical |
| UNE-EN 10137-2:1996 | Identical |
| UNI EN 10137-2 : 1997 | Identical |
| NEN EN 10137-2 : 1995 | Identical |
| NS EN 10137-2 : 1ED 1995 | Identical |
| I.S. EN 10137-2:1996 | Identical |
| EN 10137-2 : 1995 | Identical |
| DIN EN 10137-2:1995-11 | Identical |
| BS 5950-2:2001 | STRUCTURAL USE OF STEELWORK IN BUILDING - PART 2: SPECIFICATION FOR MATERIALS, FABRICATION AND ERECTION - ROLLED AND WELDED SECTIONS |
| BS 5950-1:2000 | Structural use of steelwork in building Code of practice for design. Rolled and welded sections |
| BS 5400-6:1999 | STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 6: SPECIFICATION FOR MATERIALS AND WORKMANSHIP, STEEL |
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