NF EN 10113-3 : 1993
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
PRODUITS LAMINES A CHAUD EN ACIERS DE CONSTRUCTION SOUDABLES A GRAINS FINS - PARTIE 3: CONDITIONS DE LIVRAISON DES ACIERS OBTENUS PAR LAMINAGE THERMOMECANIQUE
01-03-2005
12-01-2013
Cooperating organizations
National foreword
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 of qualities; designation
6.1 Classification of qualities
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 defects
8 Inspection and testing
8.1 General
8.2 Sampling
8.3 Test units
8.4 Verification of chemical composition
8.5 Mechanical tests
8.6 Test methods
8.7 Retests and resubmission for testing
8.8 Inspection documents
9 Marking for flat and long products
10 Complaints after delivery
11 Options
11.1 All products
11.2 Flat products
11.3 Long products
National annex NA (informative) Committees responsible
Specifies requirements for flat products with nominal thickness less than or equal to 63 mm and long products with nominal thickness less than or equal to 150 mm of hot-rolled weldable fine grain structural steel in the thermomechanical rolled condition. Includes sections on definitions, technical requirements, and inspection and testing.
| DevelopmentNote |
INDICE DE CLASSEMENT: A35505-3
|
| DocumentType |
Standard
|
| PublisherName |
Association Francaise de Normalisation
|
| Status |
Superseded
|
| Standards | Relationship |
| BS EN 10113-3:1993 | Identical |
| DIN EN 10113-3:1993-04 | Identical |
| UNE-EN 10113-3:1994 | Identical |
| I.S. EN 10113-3:1993 | Identical |
| EN 10113-3 : 1993 | Identical |
| XP ENV 13381-4 : 2002 XP | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 4: APPLIED PROTECTION TO STEEL MEMBERS |
| NFP 22 501-1 : 98 XP | EXECUTION OF STEEL STRUCTURES - PART 1: GENERAL RULES AND RULES FOR BUILDINGS |
| NFP 22 311 : 92 AMD 2 2002 XP | STEEL CONSTRUCTION - EUROCODE 3: "DESIGN OF STEEL STRUCTURES" AND NATIONAL APPLICATION DOCUMENT - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| XP ENV 13381-2 : 2002 XP | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 2: VERTICAL PROTECTIVE MEMBRANES |
| NFP 98 550 : 96 XP | VERTICAL ROAD TRAFFIC SIGNS - GANTRIES, CANTILEVERS AND HIGH MASTS - CALCULATION SPECIFICATIONS, INSTALLATION AND CONTROL |
| NF CEN/TS 13001-3-1 : 2005 XP | CRANES - GENERAL DESIGN - PART 3-1: LIMIT STATES AND PROOF OF COMPETENCE OF STEEL STRUCTURES |
| FD CR 10313 : 2000 FD | CLASSIFICATION OF GRADES OF STEEL - EXAMPLES OF CLASSIFICATION RELATED TO EUROPEAN STANDARDS |
| NF ENV 1993 1-3 : 99 XP | STEEL CONSTRUCTION - EUROCODE 3: DESIGN OF STEEL STRUCTURES AND NATIONAL APPLICATION DOCUMENT - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD FORMED THIN GAUGE MEMBERS AND SHEETING |
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