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eLibrary > 16/30332608 DC BS EN 10210-2. Hot finished structural steel hollow sections. Part 2. Technical delivery conditions >

16/30332608 DC BS EN 10210-2. Hot finished structural steel hollow sections. Part 2. Technical delivery conditions, 2016

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16/30332608 DC BS EN 10210-2. Hot finished structural steel hollow sections. Part 2. Technical delivery conditions, 2016

10210-2.pdf [Go to Page]
Contents Page
European foreword
1 Scope
2 Normative references
3 Terms, definitions and symbols [Go to Page]
3.1 Terms and definitions
3.2 Symbols
4 Classification and designation [Go to Page]
4.1 Classification
4.2 Designation
5 Information to be obtained by the manufacturer [Go to Page]
5.1 Mandatory information
5.2 Options
5.3 Example of an order
6 Manufacturing process [Go to Page]
6.1 General
6.2 Steel manufacturing process
6.3 Grain structure
6.4 Structural hollow section manufacturing process
6.5 Delivery condition
7 Requirements [Go to Page]
7.1 Chemical composition
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 [Go to Page]
7.2 Mechanical properties
7.3 Technological properties [Go to Page]
7.3.1 Weldability
7.3.2 Hot-dip-zinc coating
7.4 Product supply condition
7.5 Non-destructive testing
7.6 Tolerances and mass
8 Inspection [Go to Page]
8.1 Types of inspection
8.2 Types and contents of inspection documents
8.3 Summary of inspection
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
Table 3 — Specific inspection for hot-finished hollow sections
9 Frequency of testing and preparation of samples and test pieces [Go to Page]
9.1 Frequency of tests
Table 4 — Test units [Go to Page]
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
10 Test methods [Go to Page]
10.1 Chemical analysis
10.2 Mechanical tests
10.3 Visual inspection and dimensional check
10.4 Non-destructive testing [Go to Page]
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
10.4.5 Ultrasonic testing for laminar imperfections
10.5 Retests, sorting and reprocessing
11 Marking
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
Table A.3 — Mechanical properties of non-alloy steel hollow section
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
Table B.2 — Maximum carbon equivalent value (CEV) based on cast analysis
Table B.3 — Mechanical properties of normalized/normalized rolled steel hollow sections
Table B.4 — Mechanical properties - Impact energy on longitudinal and transvers V-notch test pieces of normalized/normalized rolled steel hollow sections
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
Table C.2 — Maximum carbon equivalent value (CEV) based on cast analysis
Table C.3 — Mechanical properties of thermomechanical steel hollow sections
Table C.4 — Mechanical properties - Impact energy on longitudinal and transvers V-notch test pieces of thermomechanical rolled steel hollow sections
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
Table D.2 — Maximum carbon equivalent value (CEV) based on cast analysis
Table D.3 — Mechanical properties of quenched and tempered steel hollow sections
Table D.4 — Mechanical properties - Impact energy on longitudinal and transverse V-notch test pieces of quenched and tempered steel hollow sections
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
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
Annex F (normative) Location of samples and test pieces
Figure F.1 — Square and rectangular sections - corner region
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
Bibliography [Go to Page]

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16/30332608 DC BS EN 10210-2. Hot finished structural steel hollow sections. Part 2. Technical delivery conditions, 2016

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