Cold formed welded steel structural hollow sections - Part 1: Technical delivery conditions

This part of prEN 10219 specifies the technical delivery conditions for electric welded and submerged arc welded cold formed structural steel hollow sections of circular, square, rectangular or elliptical forms and applies to structural hollow sections formed cold without subsequent heat treatment.
The general conditions (product characteristics, test methods and performance criteria that apply under the Construction Products Regulations) are specified in prEN 10219-1 and the requirements for tolerances, dimensions and sectional properties in prEN 10219-3.
NOTE 1    prEN 10219-1 covers provision of the Construction Products Regulations (CPR) to fulfil European law for construction products. The technical delivery conditions are described within prEN 10219-2 in combination with Clauses 2, 3, 4, 5, 7 and 8 of prEN 10219-1.
NOTE 2   The attention of users is drawn to the fact that whilst cold formed grades in prEN 10219-2 can have equivalent mechanical properties to hot-finished grades in prEN 10210-2 the sectional properties of square and rectangular hollow sections in prEN 10219-3 and prEN 10210-3 are not equivalent.
NOTE 3   A range of steel grades is specified in this European Standard and the user should select the grade most appropriate to the intended use and service conditions. The grades and mechanical properties, but not the final supply condition of cold formed hollow sections are comparable with those in EN 10025-2, EN 10025-3, EN 10025-4, EN 10025-5, EN 10025-6, EN 10149-2 and EN 10149-3.
NOTE 4   Hollow sections for offshore structures are covered in EN 10225.

Kaltgeformte geschweißte Hohlprofile für den Stahlbau - Teil 1: Technische Lieferbedingungen

Dieser Teil der Europäischen Norm legt die technischen Lieferbedingungen für kaltgeformte elektrisch und unterpulvergeschweißte Hohlprofile für den Stahlbau mit runder, quadratischer, rechteckiger oder elliptischer Form fest.
Die allgemeinen Anforderungen (Erzeugnismerkmale, die Prüfverfahren und die Leistungskriterien entsprechend der Bauproduktenverordnung) sind in EN 10219-1 und Anforderungen bezüglich der Grenzabmaße, Maße und statischen Werte sind in EN 10219-3 festgelegt.
ANMERKUNG 1    Teil 1 dieser Norm behandelt die Vorschriften der Bauproduktenverordnung (CPR) um die europäischen Gesetze bezüglich Bauprodukte zu erfüllen. Die technischen Lieferbedingungen sind in Teil 2 beschrieben und zwar im Zusammenhang mit den Abschnitten 2, 3, 4, 5, 7 und 8 des Teils 1.
ANMERKUNG 2   Der Anwender wird darauf aufmerksam gemacht, dass die kaltgeformten Hohlprofile nach EN 10219-2 zwar vergleichbare mechanische Eigenschaften zu den warmgefertigten Hohlprofilen nach EN 10210-2 aufweisen können, dass aber die Maße und statischen Werte von quadratischen und rechteckigen Hohlprofilen nach EN 10210-3 und EN 10219-3 nicht vergleichbar sind.
ANMERKUNG 3   Eine Anzahl von Stahlsorten ist in dieser Norm festgelegt und der Anwender sollte die geeignetste Sorte für die beabsichtigte Verwendung aussuchen. Die Sorten und die mechanischen Eigenschaften, aber nicht der Auslieferungszustand der kaltgeformten Hohlprofile sind vergleichbar mit den Sorten die in EN 10025-2, EN 10025-3, EN 10025-4, EN 10025-5, EN 10025-6, EN 10149-2 und EN 10149-3 aufgeführt sind.  
ANMERKUNG 4   Hohlprofile für Offshore-Konstruktionen werden in der Europäischen Norm EN 10225 behandelt.

Profils creux de construction soudés, formés à froid en aciers - Partie 1 : Conditions techniques de livraison

La présente partie de la prEN 10219 spécifie les conditions techniques de livraison pour les profils creux de construction formés à froid en aciers, soudés électriquement et soudés à l’arc immergé sous flux en poudre, de forme circulaire, carrée, rectangulaire ou elliptique et s’applique aux profils creux de construction formés à froid sans traitement thermique ultérieur.
Les conditions générales (caractéristiques du produit, méthodes d’essai et critères de performance qui s’appliquent dans le cadre du Règlement Produits de Construction) sont spécifiées dans la prEN 10219-1 et les exigences relatives aux tolérances, dimensions et caractéristiques du profil sont spécifiées dans la pr’EN 10219-3.
NOTE 1   La prEN 10219-1 de la présente norme couvre les dispositions du Règlement Produits de Construction (RPC) permettant de satisfaire à la législation européenne sur les produits de construction. Les conditions techniques de livraison sont décrites dans la prEN 10219-2 en combinaison avec les Articles 2, 3, 4, 5, 7 et 8 de la prEN 10219-1.
NOTE 2   L’attention des utilisateurs est attirée sur le fait que, même si les nuances formées à froid de la prEN 10219-2 peuvent présenter des caractéristiques mécaniques équivalentes aux nuances finies à chaud de la prEN 10210-2, les caractéristiques de profil des profils creux carrés et rectangulaires figurant dans la prEN 10219-3 et la prEN 10210-3 ne sont pas équivalentes.
NOTE 3   Une gamme de nuances d’acier est spécifiée dans la présente Norme européenne et il convient que l’utilisateur choisisse la nuance la plus appropriée à l’utilisation prévue et aux conditions de service. Les nuances et les caractéristiques mécaniques des profils creux formés à froid, mais non leur état de livraison final, sont comparables à celles figurant dans l’EN 10025-2, l’EN 10025-3, l’EN 10025-4, l’EN 10025-5, l’EN 10025-6, l’EN 10149-2 et l’EN 10149-3.
NOTE 4   Les profils creux destinés aux structures marines sont traités dans l' EN 10225.

Hladno oblikovani varjeni votli konstrukcijski profili iz jekla - 2. del: Tehnični dobavni pogoji

General Information

Status
Not Published
Current Stage
4098 - Decision to abandon - Enquiry
Completion Date
22-Jan-2021

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SLOVENSKI STANDARD
oSIST prEN 10219-2:2016
01-februar-2016

+ODGQRREOLNRYDQLYDUMHQLYRWOLNRQVWUXNFLMVNLSURILOLL]MHNODGHO7HKQLþQL

GREDYQLSRJRML
Cold formed welded structural steel hollow sections - Part 2: Technical delivery
conditions
Kaltgeformte geschweißte Hohlprofile für den Stahlbau - Teil 2: Technische
Lieferbedingungen

Profils creux de construction soudés formés à froid en aciers - Partie 2 : Conditions

techniques de livraison
Ta slovenski standard je istoveten z: prEN 10219-2
ICS:
77.140.45 Nelegirana jekla Non-alloyed steels
77.140.70 Jekleni profili Steel profiles
oSIST prEN 10219-2:2016 en,fr,de

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST prEN 10219-2:2016
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oSIST prEN 10219-2:2016
DRAFT
EUROPEAN STANDARD
prEN 10219-2
NORME EUROPÉENNE
EUROPÄISCHE NORM
January 2016
ICS 77.140.75 Will supersede EN 10219-1:2006
English Version
Cold formed welded structural steel hollow sections - Part
2: Technical delivery conditions

Profils creux de construction soudés formés à froid en Kaltgeformte geschweißte Hohlprofile für den Stahlbau

aciers - Partie 2 : Conditions techniques de livraison - Teil 2: Technische Lieferbedingungen

This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee

ECISS/TC 103.

If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations

which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.

This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other

language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC

Management Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,

Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,

Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and

United Kingdom.

Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are

aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without

notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels

© 2016 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 10219-2:2016 E

worldwide for CEN national Members.
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oSIST prEN 10219-2:2016
prEN 10219-2:2016 (E)
Contents Page

European foreword ....................................................................................................................................................... 4

1 Scope .................................................................................................................................................................... 5

2 Normative references .................................................................................................................................... 5

3 Terms and definitions ................................................................................................................................... 6

3.1 Terms and definitions ................................................................................................................................... 6

3.2 Symbols ............................................................................................................................................................... 7

4 Classification and designation .................................................................................................................... 7

4.1 Classification ..................................................................................................................................................... 7

4.2 Designation........................................................................................................................................................ 7

5 Information to be obtained by the manufacturer ............................................................................... 8

5.1 Mandatory information ................................................................................................................................ 8

5.2 Options ................................................................................................................................................................ 9

5.3 Example of an order ....................................................................................................................................... 9

6 Manufacturing process ............................................................................................................................... 10

6.1 General ............................................................................................................................................................. 10

6.2 Steel manufacturing process .................................................................................................................... 10

6.3 Grain structure .............................................................................................................................................. 10

6.4 Structural hollow section manufacturing process ........................................................................... 10

6.5 Condition of feedstock material .............................................................................................................. 11

6.6 Delivery condition ....................................................................................................................................... 11

7 Requirements ................................................................................................................................................ 11

7.1 Chemical composition ................................................................................................................................ 11

7.2 Mechanical properties ................................................................................................................................ 13

7.3 Technological properties .......................................................................................................................... 13

7.4 Product supply condition .......................................................................................................................... 14

7.5 Non-destructive testing.............................................................................................................................. 14

7.6 Tolerances and mass ................................................................................................................................... 15

8 Inspection ....................................................................................................................................................... 15

8.1 Types of inspection ...................................................................................................................................... 15

8.2 Types and contents of inspection documents .................................................................................... 15

8.3 Summary of inspection .............................................................................................................................. 16

9 Frequency of testing an preparation of samples and test pieces ................................................ 17

9.1 Frequency of tests ........................................................................................................................................ 17

9.2 Selection and preparation of samples for product analysis ......................................................... 18

9.3 Location and orientation of samples for mechanical tests ........................................................... 18

9.4 Preparation of test pieces for mechanical tests ................................................................................ 18

10 Test methods ................................................................................................................................................. 18

10.1 Chemical analysis ......................................................................................................................................... 18

10.2 Mechanical tests ........................................................................................................................................... 18

10.3 Visual inspection and dimensional check ........................................................................................... 19

10.4 Non-destructive testing.............................................................................................................................. 19

10.5 Retests, sorting and reprocessing .......................................................................................................... 19

11 Marking ............................................................................................................................................................ 20

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Annex A (normative) Structural hollow sections of non-alloy quality steels - Chemical

composition and mechanical properties ............................................................................................. 21

Annex B (normative) Structural hollow sections of normalized/normalized rolled steels -

Chemical composition and mechanical properties .......................................................................... 23

Annex C (normative) Structural hollow sections of thermomechanical rolled steels -

Chemical composition and mechanical properties .......................................................................... 26

Annex D (normative) Structural hollow sections of quenched and tempered steels —

Chemical composition and mechanical properties .......................................................................... 31

Annex E (normative) Structural hollow sections of steels with improved atmospheric

corrosion resistance — Chemical composition and mechanical properties ........................... 36

Annex F (normative) Location of samples and test pieces ........................................................................... 38

Bibliography ................................................................................................................................................................. 39

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oSIST prEN 10219-2:2016
prEN 10219-2:2016 (E)
European foreword

This document (prEN 10219-2:2016) has been prepared by Technical Committee ECISS/TC 103

“Structural steels other than reinforcements”, the secretariat of which is held by DIN.

This document is currently submitted to the CEN Enquiry.
This document will supersede EN 10219-1:2006.

This standard consists of the following parts under the general title 'Cold formed welded structural

steel hollow sections’:
— Part 1: General
— Part 2: Technical delivery conditions
— Part 3: Tolerances, dimensions and sectional properties

It forms part of a series of standards on hollow sections together with prEN 10210-1 to prEN 10210-3.

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oSIST prEN 10219-2:2016
prEN 10219-2:2016 (E)
1 Scope

This part of prEN 10219 specifies the technical delivery conditions for electric welded and submerged

arc welded cold formed structural steel hollow sections of circular, square, rectangular or elliptical

forms and applies to structural hollow sections formed cold without subsequent heat treatment.

The general conditions (product characteristics, test methods and performance criteria that apply

under the Construction Products Regulations) are specified in prEN 10219-1 and the requirements for

tolerances, dimensions and sectional properties in prEN 10219-3.

NOTE 1 prEN 10219-1 covers provision of the Construction Products Regulations (CPR) to fulfil European law

for construction products. The technical delivery conditions are described within prEN 10219-2 in combination

with Clauses 2, 3, 4, 5, 7 and 8 of prEN 10219-1.

NOTE 2 The attention of users is drawn to the fact that whilst cold formed grades in prEN 10219-2 can have

equivalent mechanical properties to hot-finished grades in prEN 10210-2 the sectional properties of square and

rectangular hollow sections in prEN 10219-3 and prEN 10210-3 are not equivalent.

NOTE 3 A range of steel grades is specified in this European Standard and the user should select the grade most

appropriate to the intended use and service conditions. The grades and mechanical properties, but not the final

supply condition of cold formed hollow sections are comparable with those in EN 10025-2, EN 10025-3,

EN 10025-4, EN 10025-5, EN 10025-6, EN 10149-2 and EN 10149-3.
NOTE 4 Hollow sections for offshore structures are covered in EN 10225.
2 Normative references

The following documents, in whole or in part, are normatively referenced in this document and are

indispensable for its application. For dated references, only the edition cited applies. For undated

references, the latest edition of the referenced document (including any amendments) applies.

EN 10020, Definition and classification of grades of steel
EN 10021, General technical delivery requirements for steel and iron products

EN 10160, Ultrasonic testing of steel flat product of thickness equal or greater than 6 mm (reflection

method)

EN 10168, Steel products - Inspection documents - List of information and description

EN 10204, Metallic products - Types of inspection documents

prEN 10219-1:2016, Cold formed welded structural steel hollow sections - Part 1: General

prEN 10219-3, Cold formed welded structural steel hollow sections - Part 3: Tolerances, dimensions and

sectional properties

CEN/TR 10261, Iron and steel - European standards for the determination of chemical composition

EN 10266:2003, Steel tubes, fittings and structural hollow sections - Symbols and definitions of terms for

use in product standards

EN ISO 643, Steels - Micrographic determination of the apparent grain size (ISO 643)

EN ISO 2566-1, Steel - Conversion of elongation values - Part 1: Carbon and low alloy steels (ISO 2566-1)

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prEN 10219-2:2016 (E)

EN ISO 9606-1, Qualification testing of welders - Fusion welding - Part 1: Steels (ISO 9606-1)

EN ISO 10893-2, Non-destructive testing of steel tubes - Part 2: Automated eddy current testing of

seamless and welded (except submerged arc-welded) steel tubes for the detection of imperfections

(ISO 10893-2)

EN ISO 10893-3, Non-destructive testing of steel tubes - Part 3: Automated full peripheral flux leakage

testing of seamless and welded (except submerged arc-welded) ferromagnetic steel tubes for the detection

of longitudinal and/or transverse imperfections (ISO 10893-3)

EN ISO 10893-8, Non-destructive testing of steel tubes - Part 8: Automated ultrasonic testing of seamless

and welded steel tubes for the detection of laminar imperfections (ISO 10893-8)

EN ISO 10893-9, Non-destructive testing of steel tubes - Part 9: Automated ultrasonic testing for the

detection of laminar imperfections in strip/plate used for the manufacture of welded steel tubes

(ISO 10893-9)

EN ISO 10893-10, Non-destructive testing of steel tubes - Part 10: Automated full peripheral ultrasonic

testing of seamless and welded (except submerged arc-welded) steel tubes for the detection of longitudinal

and/or transverse imperfections (ISO 10893-10)

EN ISO 10893-11, Non-destructive testing of steel tubes - Part 11: Automated ultrasonic testing of the

weld seam of welded steel tubes for the detection of longitudinal and/or transverse imperfections

(ISO 10893-11)

EN ISO 14713-2:2009, Zinc coatings - Guidelines and recommendations for the protection against

corrosion of iron and steel in structures - Part 2: Hot dip galvanizing (ISO 14713-2:2009)

EN ISO 15607, Specification and qualification of welding procedures for metallic materials - General rules

(ISO 15607)

EN ISO 15609-1, Specification and qualification of welding procedures for metallic materials - Welding

procedure specification - Part 1: Arc welding (ISO 15609-1)

EN ISO 15614-1, Specification and qualification of welding procedures for metallic materials - Welding

procedure test - Part 1: Arc and gas welding of steels and arc welding of nickel and nickel alloys

(ISO 15614-1)

ISO 11484, Steel products - Employer's qualification system for non-destructive testing (NDT) personnel

3 Terms and definitions
3.1 Terms and definitions

For the purposes of this document, the terms and definitions given in prEN 10219-1:2016 and the

following apply.
3.1.1
hot-dip zinc coating

application of a zinc coating by immersing the prepared strip or hollow section in a molten bath

containing a zinc content of at least 99 %
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prEN 10219-2:2016 (E)
3.2 Symbols
For the purposes of this document, the symbols defined in EN 10266:2003 apply.
4 Classification and designation
4.1 Classification

4.1.1 Within the grades of the non-alloy steels given in Annex A, four qualities JR, J0, J2 and K2 are

specified. These differ in respect of specified impact requirements, limits on values of various elements,

with particular reference to sulphur and phosphorus, and the inspection and testing requirements.

In accordance with the classification system in EN 10020, all steel grades Annex A are non-alloy quality

steels.

4.1.2 Within the grades of steels given in Annex B, C and D eight qualities N, NL, M, ML, Q, QL and QL1

are specified. These differ in respect of the carbon, sulphur and phosphorus content, low temperature

impact properties, production process, heat treatment and grain size.

In accordance with the classification system in EN 10020, steel grades S275NH, S275NLH, S355NH and

S355NLH are non-alloy quality steels and all other steel grades are alloy special steels.

4.1.3 Within the grades of steels given in Annex E, three qualities J0, J2 and K2 are specified. These

differ in respect of specified impact requirements and limits on values of various elements.

In accordance with the classification system in EN 10020, all steel grades in Annex E are alloy special

steels.
4.2 Designation
4.2.1 For the general designation of steel grades, see prEN 10219-1:2016, 7.2.
4.2.2 The special designation of steel hollow sections consists of:
a) the number of this European Standard (prEN 10219-2);
b) the capital letter S for structural steel;

c) the indication of the minimum specified yield strength for thicknesses ≤16 mm expressed in MPa;

d) further designations for either:
1) non-alloy structural steels:

i) the capital letters JR for the qualities with specified impact properties at room

temperature,

ii) the characters J0 for the qualities with specified impact properties at 0 °C, and

iii) the characters J2 or K2 for the qualities with specified impact properties at -20 °C; or

2) normalized/normalized rolled structural steels:

i) capital letter N to indicate normalized or normalized rolled with specified impact

properties at -20 °C (see 6.4), and
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oSIST prEN 10219-2:2016
prEN 10219-2:2016 (E)

ii) capital letter NL for qualities with specified impact properties at –50 °C; or

3) thermomechanical rolled structural steels:

i) capital letter M to indicate thermomechanical rolled with specified impact properties

at -20 °C (see 6.4), and

ii) capital letter ML for qualities with specified impact properties at –50 °C; or

4) structural steels in the quenched and tempered condition:

i) capital letter Q to indicate the quenched and tempered condition with specified impact

properties at -20 °C (see 6.4), and

ii) capital letter QL or QL1 for qualities with specified impact properties at –40 or –50 °C; or

5) steels with improved atmospheric corrosion resistance:

i) the capital letters JR for the qualities with specified impact properties at room

temperature,

ii) the characters J0 for the qualities with specified impact properties at 0 °C, and

iii) the characters J2 or K2 for the qualities with specified impact properties at -20 °C ,

iv) and the letter W (weather) for improved atmospheric corrosion resistance, and;

v) the capital letter H to indicate hollow sections.

EXAMPLE 1 Hollow section made of structural steel (S) with a specified minimum yield strength for thickness

not greater than 16 mm of 355 MPa, with a minimum impact energy value of 27 J at -20 °C (J2), hollow section (H):

prEN 10219-2 — S355H
prEN 10219-2 — 1.0576

EXAMPLE 2 Hollow section made of structural steel (S) with a specified minimum yield strength for thickness

not greater than 16 mm of 420 MPa, thermomechanically rolled steel (M), with a minimum impact energy value of

27 J at -50 °C (L), hollow section (H):
prEN 10219-2 — S420MLH
prEN 10219-2 — 1.8848
5 Information to be obtained by the manufacturer
5.1 Mandatory information

The following information shall be contained in the order document at the time of enquiry and order:

a) the quantity (mass or total length);
b) details of the product form:
1) CFCHS = cold formed circular hollow section;
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oSIST prEN 10219-2:2016
prEN 10219-2:2016 (E)
2) CFRHS = cold formed square or rectangular hollow section;
3) CFEHS = cold formed elliptical hollow section;
c) the name of the standard for dimensions and tolerances (prEN 10219-3);

d) the dimensions and the type of length, length range or length (see prEN 10219-3);

e) the steel designation (see 4.2).
5.2 Options

A number of options are specified in parts 2 and 3 of this European Standard. These are listed below

with appropriate clause references. In the event that the purchaser does not indicate a wish to

implement any of these options at the time of enquiry and order, the hollow sections shall be supplied

in accordance with the basic specification.
2.1 Internal weld bead trimmed (see 6.4.2);
2.2 Other surface condition than as rolled (see 6.6);
2.3 Product analysis (see 7.1.1);

2.4 Cr, Cu, Mo, Ni, Ti and V cast analysis contents to be reported for non-alloy quality steels (see

7.1.2);
2.5 Verification of impact properties for qualities J0 and JR (see 7.2.1);

2.6 The product shall have a chemical composition required for hot-dip-zinc coating (see 7.3.2);

2.7 Weld repairs to the body of structural steel hollow sections are permitted (see 7.4.4);

2.8 Full peripheral NDT of the circular tube for imperfections – not possible for elliptical,

rectangular, square and SAW hollow sections (see 7.5);
2.9 Ultrasonic testing for laminar imperfections (see 7.5);

2.10 Inspection certificate 3.1 for steel grades S235JRH, S275J0H, S355J0H of Annex A and S355J0WH

of Annex E instead of the test report (see 8.1);
2.11 Inspection certificate 3.2 instead of the standard document (see 8.1),
2.12 Tensile test in corner region (see 9.3);
2.13 Impact test in corner region (see 9.3).
5.3 Example of an order

10 t cold formed welded square hollow sections in accordance with prEN 10219-3 with specified

outside dimensions 100 mm × 100 mm and wall thickness of 8 mm of 12 m standard lengths, made

from structural steel S355MH according to prEN 10219-2 including product analysis (Option 2.3) and

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prEN 10219-2:2016 (E)

suitable for hot dip zinc coating (Option 2.6), supplied with inspection certificate 3.1 and with

regulatory marking according to prEN 10219-1.
10 t – CFRHS – prEN 10219-3 — 100 x 100 x 8 – standard lengths 12 m
prEN 10219-2 — S355MH – Options 2.3, 2.6
6 Manufacturing process
6.1 General

Structural welded cold formed hollow sections of non-alloy steels shall conform to the requirements of

Annex A. Structural welded cold formed hollow sections of normalized/normalized rolled,

thermomechanical rolled and quenched and tempered steels shall conform to Annexes B to D and steels

with improved atmospheric corrosion resistance shall conform to the requirements of Annex E.

In addition, the general technical delivery requirements specified in EN 10021 shall apply.

6.2 Steel manufacturing process

6.2.1 The steel manufacturing process shall be at the discretion of the hollow section manufacturer

with the exception that the open hearth (Siemens-Martin) process shall not be employed unless in

combination with a secondary steelmaking or ladle refining process.

6.2.2 The method of deoxidation shall be as specified in Tables A.1, B.1, C.1, D.1 and E.1.

6.3 Grain structure

The fine grain steels given in Annexes B to D shall have a ferritic grain size equal to or finer than 6 when

measured in accordance with EN ISO 643 (see 7.2.2).
6.4 Structural hollow section manufacturing process

6.4.1 Structural hollow sections shall be manufactured by electric welding or submerged arc welding

without subsequent heat treatment (see 6.6). Hollow sections manufactured by a continuous process

shall not include the welds used to join the lengths of strip prior to forming the hollow section, except

that for helically welded submerged arc-welded (SAW) hollow sections, such welds shall be permitted

when tested in accordance with 10.4.3.

6.4.2 Electric welded hollow sections shall be supplied with the external weld bead trimmed to an

essentially flush condition. Trimming of the internal weld bead is at the discretion of the manufacturer

unless Option 2.1 is specified.

Option 2.1 Electric welded hollow sections shall be supplied with the internal weld bead trimmed, the

maximum height of the internal weld bead after trimming shall be agreed at the time of enquiry and

order.

6.4.3 All NDT activities shall be carried out by qualified and competent level 1, 2 and/or 3 personnel

authorised to operate by the employer.

The qualification shall be in accordance with ISO 11484 or, at least, an equivalent to it.

It is recommended that the level 3 personnel be certified in accordance with EN ISO 9712 or, at least, an

equivalent to it.

The operating authorisation issued by the employer shall be in accordance with a written procedure.

NDT operations shall be authorised by a level 3 NDT individual approved by the employer.

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prEN 10219-2:2016 (E)

NOTE The definition of levels 1, 2 and 3 can be found in the appropriate standards, e.g. EN ISO 9712 and

ISO 11484.
6.5 Condition of feedstock material

According to the designation given in the order the following delivery conditions apply for the feedstock

material used for the manufacture of cold formed hollow sections:

— as rolled (+AR) or normalized/normalized rolled (+N) or thermomechanically rolled (+M) for steels

according to Annex A;

— normalized/normalized rolled (N) for steels of qualities N and NL according to B;

— thermomechanically rolled (M) for steels of quality M and ML according to Annex C;

— quenched and tempered (Q) for steels of qualities Q, QL and QL1 according to Annex D;

— as rolled (+AR) ) or normalized/normalized rolled (+N) for steels with improved atmospheric

corrosion resistance (W) according to Annex E.
6.6 Delivery condition

The hollow sections shall be delivered cold formed without subsequent heat treatment except that the

weld seam may be in the as welded or heat treated condition.

NOTE For SAW hollow sections, it may be necessary to perform a warm shaping operation, which does not

affect the mechanical properties, in order to meet the out-of-roundness tolerance requirements.

The surface shall be in the as rolled condition.
Option 2.2 Other possible surface conditions are:
a) S1 black;
b) S2 pickled feedstock;
c) S3 pickled hollow section;
d) S4 hot-dip-zinc coated feedstock;
e) S5 hot-dip-zinc coated hollow section.
7 Requirements
7.1 Chemical composition

7.1.1 In addition to prEN 10219-1:2016, 4.1 the following option can be specified by the purchaser at

the time of enquiry and order:

Option 2.3 For products supplied with specific inspection and testing, a product analysis shall be

reported.

Deviations of the product analysis from the specified limits of the cast analysis shall be in accordance

with Table 1.
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oSIST prEN 10219-2:2016
prEN 10219-2:2016 (E)
7.1.2 For non-alloy steel products the following option may be specified:

Option 2.4 The recording on the inspection certificate of the Cr, Cu, Mo, Ni, Ti and V content (cast

analysis).
7.1.3 When products are supplied with a control on Si e.g
...

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