NF EN 10137-2 : 1995
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
TOLES ET LARGES PLATS EN ACIERS DE CONSTRUCTION A HAUTE LIMITE D'ELASTICITIE A L'ETAT TREMPE ET REVENU OU DURCI PAR PRECIPITATION - PARTIE 2: CONDITIONS DE LIVRAISON DES ACIERS A L'ETAT TREMPE ET REVENU
01-03-2005
12-01-2013
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.
DevelopmentNote |
INDICE DE CLASSEMENT: A36204-2 Supersedes NFA 36 204 (07/2004)
|
DocumentType |
Standard
|
PublisherName |
Association Francaise de Normalisation
|
Status |
Superseded
|
Supersedes |
Standards | Relationship |
I.S. EN 10137-2:1996 | Identical |
UNI EN 10137-2 : 1997 | Identical |
DIN EN 10137-2:1995-11 | Identical |
EN 10137-2 : 1995 | Identical |
BS EN 10137-2:1996 | Identical |
UNE-EN 10137-2:1996 | Identical |
FD CR 10313 : 2000 FD | CLASSIFICATION OF GRADES OF STEEL - EXAMPLES OF CLASSIFICATION RELATED TO EUROPEAN STANDARDS |
NF CEN/TS 13001-3-1 : 2005 XP | CRANES - GENERAL DESIGN - PART 3-1: LIMIT STATES AND PROOF OF COMPETENCE OF STEEL STRUCTURES |
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