NF EN 10137-3 : 1995
Withdrawn
TOLES ET LARGES PLATS EN ACIERS DE CONSTRUCTION A HAUTE LIMITE D'ELASTICITE A L'ETAT TREMPE ET REVENU OU DURCI PRECIPITATION PARTIE 3: CONDITIONS DE LIVRAISON DES ACIERS DURCIS PAR PRECIPITATION
01-12-2013
04-20-2005
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.
| DevelopmentNote |
INDICE DE CLASSEMENT: A36204-3 Supersedes NFA 36 204 (07/2004)
|
| DocumentType |
Standard
|
| PublisherName |
Association Francaise de Normalisation
|
| Status |
Withdrawn
|
| Supersedes |
| Standards | Relationship |
| UNE-EN 10137-3:1996 | Identical |
| EN 10137-3 : 1995 | Identical |
| DIN EN 10137-3:1995-11 | Identical |
| I.S. EN 10137-3:1996 | Identical |
| BS EN 10137-3:1996 | Identical |