BS EN 10137-3:1996
Withdrawn
Plates and wide flats made of high yield strength structural steels in the quenched and tempered or precipitation hardened conditions Delivery conditions for precipitation hardened steels
Hardcopy , PDF
English
04-15-1996
12-01-2004
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
Annex A (informative) Minimum inside bend radii for
flanging
Specifies requirements for plates and wide flats of high yield strength alloy special steels.
| Committee |
ISE/103
|
| DocumentType |
Standard
|
| Pages |
14
|
| PublisherName |
British Standards Institution
|
| Status |
Withdrawn
|
| Supersedes |
| Standards | Relationship |
| DIN EN 10137-3:1995-11 | Identical |
| I.S. EN 10137-3:1996 | Identical |
| NBN EN 10137-3 : 1995 | Identical |
| NEN EN 10137-3 : 1995 | Identical |
| NS EN 10137-3 : 1ED 1995 | Identical |
| NF EN 10137-3 : 1995 | Identical |
| EN 10137-3 : 1995 | Identical |
| UNE-EN 10137-3:1996 | Identical |
| BS 5400-6:1999 | Steel, concrete and composite bridges Specification for materials and workmanship, steel |
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