DIN EN 10137-3:1995-11
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
PLATES AND WIDE FLATS MADE OF HIGH YIELD STRENGTH STRUCTURAL STEELS IN THE QUENCHED AND TEMPERED OR PRECIPITATION HARDENED CONDITIONS - PART 3: DELIVERY CONDITIONS FOR PRECIPITATION HARDENED STEELS
Hardcopy , PDF
01-09-2005
English
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
Annex A (informative) Minimum inside bend radii for
flanging
Specifies requirements for plates and wide flats of high yield strength alloy special steels.
| DocumentType |
Standard
|
| Pages |
12
|
| PublisherName |
German Institute for Standardisation (Deutsches Institut für Normung)
|
| Status |
Withdrawn
|
| Standards | Relationship |
| I.S. EN 10137-3:1996 | Identical |
| BS EN 10137-3:1996 | Identical |
| NBN EN 10137-3 : 1995 | Identical |
| NEN EN 10137-3 : 1995 | Identical |
| NS EN 10137-3 : 1ED 1995 | Identical |
| UNI EN 10137-3 : 1997 | Identical |
| UNE-EN 10137-3:1996 | Identical |
| SN EN 10137-3 : 1996 | Identical |
| NF EN 10137-3 : 1995 | Identical |
| EN 10137-3 : 1995 | Identical |
| DIN EN 10137-2:1995-11 | PLATES AND WIDE FLATS MADE OF HIGH YIELD STRENGTH STRUCTURAL STEELS IN THE QUENCHED AND TEMPERED OR PRECIPITATION HARDENED CONDITIONS - PART 2: DELIVERY CONDITIONS FOR QUENCHED AND TEMPERED STEELS |
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