BSI 16/30332614 DC:2016 Edition
$13.70
BS EN 10219-2. Cold formed welded structural steel hollow sections. Part 2. Technical delivery conditions
| Published By | Publication Date | Number of Pages |
| BSI | 2016 | 41 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 4 | Contents Page |
| 6 | European foreword |
| 7 | 1 Scope 2 Normative references |
| 8 | 3 Terms and definitions 3.1 Terms and definitions |
| 9 | 3.2 Symbols 4 Classification and designation 4.1 Classification 4.2 Designation |
| 10 | 5 Information to be obtained by the manufacturer 5.1 Mandatory information |
| 11 | 5.2 Options 5.3 Example of an order |
| 12 | 6 Manufacturing process 6.1 General 6.2 Steel manufacturing process 6.3 Grain structure 6.4 Structural hollow section manufacturing process |
| 13 | 6.5 Condition of feedstock material 6.6 Delivery condition 7 Requirements 7.1 Chemical composition |
| 14 | Table 1 — Permissible deviations of the product analysis from the specified limits of the cast analysis given in Tables A.1, B.1, C.1, D.1 and E.1 |
| 15 | 7.2 Mechanical properties 7.3 Technological properties 7.3.1 Weldability 7.3.2 Hot-dip-zinc coating |
| 16 | 7.4 Product supply condition 7.5 Non-destructive testing |
| 17 | 7.6 Tolerances and mass 7.6.1 Tolerances on dimensions and shape 7.6.2 Mass 8 Inspection 8.1 Types of inspection 8.2 Types and contents of inspection documents |
| 18 | 8.3 Summary of inspection Table 2 — Non-specific inspection for welded cold formed hollow sections for steel grades S235JRH, S275J0H and S355J0H of Annex A and S355J0WH of Annex E |
| 19 | Table 3 — Specific inspection for welded cold formed hollow sections 9 Frequency of testing an preparation of samples and test pieces 9.1 Frequency of tests |
| 20 | Table 4 — Test units 9.2 Selection and preparation of samples for product analysis 9.3 Location and orientation of samples for mechanical tests 9.4 Preparation of test pieces for mechanical tests 10 Test methods 10.1 Chemical analysis 10.2 Mechanical tests |
| 21 | 10.3 Visual inspection and dimensional check 10.4 Non-destructive testing 10.4.1 General 10.4.2 Weld seams of electric welded sections 10.4.3 Weld seams of submerged arc welded sections 10.4.4 Full peripheral NDT 10.4.5 Ultrasonic testing for laminar imperfections 10.5 Retests, sorting and reprocessing |
| 22 | 11 Marking |
| 23 | Annex A (normative) Structural hollow sections of non-alloy quality steels – Chemical composition and mechanical properties Table A.1 — Chemical composition — Cast analysis for product thickness ≤ 40 mm Table A.2 — Maximum carbon equivalent value (CEV) based on cast analysis |
| 24 | Table A.3 — Mechanical properties of non-alloy steel hollow sections in thicknesses ≤ 40 mm |
| 25 | Annex B (normative) Structural hollow sections of normalized/normalized rolled steels – Chemical composition and mechanical properties Table B.1 — Chemical composition — Cast analyses for product thicknesses ≤ 40 mm, feedstock condition N |
| 26 | Table B.2 — Maximum carbon equivalent value based on cast analysis Table B.3 — Mechanical properties of hollow sections in thicknesses ≤ 40 mm — Feedstock material condition N |
| 27 | Table B.4 — Minimum values of impact energy for impact tests on V-notch test pieces of normalized/normalized rolled steels |
| 28 | Annex C (normative) Structural hollow sections of thermomechanical rolled steels – Chemical composition and mechanical properties Table C.1 — Chemical composition for thermomechanical rolled steels- Cast analysis for product thicknesses ≤ 40 mm, feedstock condition M |
| 30 | Table C.2 — Maximum carbon equivalent value based on cast analysis |
| 31 | Table C.3 — Mechanical properties of hollow sections in thicknesses ≤ 40 mm — Feedstock material condition M |
| 32 | Table C.4 — Minimum values of impact energy for impact tests on V-notch test pieces of thermomechanical rolled steels |
| 33 | Annex D (normative) Structural hollow sections of quenched and tempered steels — Chemical composition and mechanical properties Table D.1 — Chemical composition for quenched and tempered steels — Cast analyses for product thickness ≤ 40 mm |
| 35 | Table D.2 — Maximum carbon equivalent value (CEV) based on cast analysis |
| 36 | Table D.3 — Mechanical properties of quenched and tempered steels |
| 37 | Table D.4 — Minimum values of impact energy for impact tests on V-notch test pieces of high yield strength |
| 38 | Annex E (normative) Structural hollow sections of steels with improved atmospheric corrosion resistance — Chemical composition and mechanical properties Table E.1 — Chemical composition for steels with improved atmospheric corrosion resistance – Cast analysis for product thicknesses ≤ 40 mm |
| 39 | Table E.2 — Maximum carbon equivalent value (CEV) based on cast analysis Table E.3 — Mechanical properties for steels with improved atmospheric corrosion resistance |
| 40 | Annex F (normative) Location of samples and test pieces Figure F.1 — Square and rectangular sections – corner region |
| 41 | Bibliography |
