BSI 16/30332608 DC:2016 Edition
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BS EN 10210-2. Hot finished structural steel hollow sections. Part 2. Technical delivery conditions
| Published By | Publication Date | Number of Pages |
| BSI | 2016 | 44 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 4 | Contents Page |
| 6 | European foreword |
| 7 | 1 Scope 2 Normative references |
| 8 | 3 Terms, definitions and symbols 3.1 Terms and definitions |
| 9 | 3.2 Symbols 4 Classification and designation 4.1 Classification 4.2 Designation |
| 11 | 5 Information to be obtained by the manufacturer 5.1 Mandatory information 5.2 Options |
| 12 | 5.3 Example of an order 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 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 specified in Tables A.1, B.1, C.1, D.1 and E.1 |
| 15 | 7.2 Mechanical properties |
| 16 | 7.3 Technological properties 7.3.1 Weldability 7.3.2 Hot-dip-zinc coating 7.4 Product supply condition |
| 17 | 7.5 Non-destructive testing 7.6 Tolerances and mass 8 Inspection 8.1 Types of inspection 8.2 Types and contents of inspection documents |
| 18 | 8.3 Summary of inspection |
| 19 | Table 2 — Non-specific inspection for hot-finished hollow sections for steel grades S235JRH, S275J0H and S355J0H of Annex A and S355J0WH of Annex E |
| 20 | Table 3 — Specific inspection for hot-finished hollow sections |
| 21 | 9 Frequency of testing and preparation of samples and test pieces 9.1 Frequency of tests Table 4 — Test units 9.2 Selection and preparation of samples for product analysis 9.3 Location and orientation of samples for the mechanical tests 9.4 Preparation of test pieces for mechanical tests |
| 22 | 10 Test methods 10.1 Chemical analysis 10.2 Mechanical tests 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 for imperfections |
| 23 | 10.4.5 Ultrasonic testing for laminar imperfections 10.5 Retests, sorting and reprocessing 11 Marking |
| 24 | 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 ≤ 120 mm Table A.2 — Maximum carbon equivalent value (CEV) based on cast analysis |
| 25 | Table A.3 — Mechanical properties of non-alloy steel hollow section |
| 26 | Annex B (normative) Structural hollow sections of normalized/normalized rolled steels — Chemical composition and mechanical properties Table B.1 — Chemical composition for normalized/normalized rolled steels — Cast analyses for product thickness ≤ 65 mm |
| 27 | Table B.2 — Maximum carbon equivalent value (CEV) based on cast analysis Table B.3 — Mechanical properties of normalized/normalized rolled steel hollow sections |
| 28 | Table B.4 — Mechanical properties – Impact energy on longitudinal and transvers V-notch test pieces of normalized/normalized rolled steel hollow sections |
| 29 | 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 |
| 31 | Table C.2 — Maximum carbon equivalent value (CEV) based on cast analysis |
| 32 | Table C.3 — Mechanical properties of thermomechanical steel hollow sections |
| 33 | Table C.4 — Mechanical properties – Impact energy on longitudinal and transvers V-notch test pieces of thermomechanical rolled steel hollow sections |
| 34 | 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 analysis for product thickness ≤ 65 mm |
| 36 | Table D.2 — Maximum carbon equivalent value (CEV) based on cast analysis |
| 37 | Table D.3 — Mechanical properties of quenched and tempered steel hollow sections |
| 38 | Table D.4 — Mechanical properties – Impact energy on longitudinal and transverse V-notch test pieces of quenched and tempered steel hollow sections |
| 39 | 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 ≤ 65 mm |
| 40 | Table E.2 — Maximum carbon equivalent value (CEV) based on cast analysis Table E.3 — Mechanical properties for steel hollow sections with improved atmospheric corrosion resistance |
| 41 | Annex F (normative) Location of samples and test pieces Figure F.1 — Square and rectangular sections – corner region |
| 42 | Annex G (informative) Hot finished hollow section production processes, manufacturing routes and delivery conditions Table G.1 — Hot finished hollow section production processes, manufacturing routes and delivery conditions |
| 44 | Bibliography |
