Seamless steel tubes EN 10216-3

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Seamless steel tubes EN 10216-3
Foreword This document (EN 10216-3:2013) has been prepared by Technical Committee ECISS/TC 110 “Steel tubes and fittings for steel tubes”, the secretariat of which is held by UNI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by June 2014, and conflicting national standards shall be withdrawn at the latest by June 2014. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 10216-3:2002. For the list of the most significant technical changes that have been made in this new edition, see Annex B. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. This European Standard consists of the following parts, under the general title "Seamless steel tubes for pressure purposes – Technical delivery conditions": ── Part 1 :Non-alloy and alloy steels tubes with specified room temperature properties; ── Part 2 :Non-alloy and alloy steel tubes with specified elevated temperature properties; ── Part 3: Alloy fine grain steel tubes (the present document); ── Part 4 :Non-alloy and alloy steel tubes with specified low temperature properties; ── Part 5 :Stainless steel tubes.












1 Scope This European Standard specifies the technical delivery conditions in two test categories for seamless tubes of circular cross section, made of weldable alloyed fine grained steel. NOTE Once this standard is published in the Official Journal of the European Union (OJEU) under Directive 97/23/EC, presumption of conformity to the Essential Safety Requirements (ESR) of Directive 97/23/EC is limited to technical data of materials in this standard and does not presume adequacy of the material to a specific item of equipment. Consequently, the assessment of the technical data stated in this material standard against the design requirements of this specific item of equipment to verify that the ESRs of the Pressure Equipment Directive are satisfied, needs to be done by the designer or manufacturer of the pressure equipment, taking also into account the subsequent manufacturing processes which may affect properties of the base materials.





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, Definitions and classification of grades of steel EN 10021, General technical delivery conditions for steel products EN 10027-1, Designation systems for steels – Part 1: Steel names EN 10027-2, Designation systems for steels – Part 2: Numerical system EN 10052, Vocabulary of heat treatment terms for ferrous products EN 10168:2004, Steel products – Inspection documents – List of information and description EN 10204:2004, Metallic products – Types of inspection documents EN 10220, Seamless and welded steel tubes – Dimensions and masses per unit length EN 10266, Steel tubes, fittings and structural hollow sections – Symbols and definitions of terms for use in product standards CEN/TR 10261, Iron and steel – Review of available methods of chemical analysis EN ISO 148-1:2010, Metallic materials – Charpy pendulum impact test – Part 1: Test method (ISO 148-1:2009) EN ISO 377:2013, Steel and steel products – Location and preparation of samples and test pieces for mechanical testing (ISO 377:2013) 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) EN ISO 6892-1:2009, Metallic materials – Tensile testing – Part 1: Method of test at room temperature (ISO 6892-1:2009) EN ISO 6892-2:2011, Metallic materials – Tensile testing – Part 1: Method of test at elevated temperature (ISO 6892-2:2011) EN ISO 8492:2004, Metallic materials – Tube – Flattening test (ISO 8492:1998) EN ISO 8493:2004, Metallic materials – Tube – Drift expanding test (ISO 8493:1998) EN ISO 8495:2004, Metallic materials – Tube – Ring expanding test (ISO 8495:1998) EN ISO 8496:2004, Metallic materials – Tube – Ring tensile test (ISO 8496:1998) EN ISO 10893-1, Non-destructive testing of steel tubes – Part 1: Automated electromagnetic testing of seamless and welded (except submerged arc-welded) steel tubes for the verification of hydraulic leaktightness (ISO 10893-1) 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 10893-3, 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 10893-10, 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 14284:2002, Steel and iron – Sampling and preparation of samples for the determination of chemical composition (ISO 14284) ISO 11484:2009, Steel products – Employer's qualification system for non-destructive testing (NDT) personnel






























3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 10020, EN 10021, EN 10052, EN 10266 and the following apply. 3.1 test category classification that indicates the extent and level of inspection and testing 3.2 employer organization for which a person works on a regular basis Note 1 to entry: The employer may be either the tube manufacturer or supplier or a third party organization providing Non-Destructive Testing (NDT) services. 3.3 fine grain steel steel having a ferritic grain size equal to or finer than 6 in accordance with EN ISO 643







4 Symbols For the purpose of this document, the symbols given in EN 10266 and the following apply. ── d specified inside diameter ── dmin specified minimum inside diameter ── Tmin specified minimum wall thickness ── Dc calculated outside diameter ── dc calculated inside diameterBS ── Tc calculated wall thickness ── TC test category









5 Classification and designation 5.1 Classification 5.1.1 This Part of EN 10216 covers steel grades in four qualities (see Table 2 and Table 4): ── the basic quality (P … N, Q); ── the elevated temperature quality (P … NH, QH); ── the low temperature quality (P … NL1, QL, QL1); ── the special low temperature quality (P … NL2, QL2). 5.1.2 In accordance with the classification system in EN 10020, the steel grades P275NL1, P355N, P355NH and P355NL1 are classified as alloy quality steels and the other steel grades are classified as alloy special steels. 5.2 Designation 5.2.1 For the tubes covered by this Part of EN 10216 steel, the designation consists of: ── the number of this Part of EN 10216; plus either ── the steel name in accordance with EN 10027-1; or ── the steel number allocated in accordance with EN 10027-2. 5.2.2 The steel name is designated by: ── the capital letter P for pressure purposes; ── the indication of the specified minimum yield strength for the lowest applicable wall thickness group expressed in megapascals (Table 4); ── one of the additional symbols N, NH, NL1, NL2, Q, QH, QL, QL1 or QL2 (see 5.1.1, Table 2 and Table 4)

















6 Information to be supplied by the purchaser 6.1 Mandatory information The following information shall be supplied by the purchaser at the time of enquiry and order: a) the quantity (mass or total length or number); b) the term "tube"; c) the dimensions (outside diameter D and wall thickness T or a set of dimensions covered by option 10) (see Table 7); d) the designation of the steel grade in accordance with this Part of EN 10216 (see 5.2); e) the test category, except for P620 and P690 (see 9.3). 6.2 Options A number of options are specified in this Part of EN 10216 and these are listed below. 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 tubes shall be supplied in accordance with the basic specification (see 6.1). 1) Cold finishing (see 7.2.2); 2) restriction on copper and tin content (see Table 2); 3) product analysis (see 8.2.2); 4) verification of elevated temperature properties of NH-grades (see 8.3.2); 5) verification of elevated temperature properties of NL- and QL-grades (see 8.3.2); 6) selection of method for verification of leak-tightness (see 8.4.2.1); 7) Non-Destructive Testing for test category 2 tubes for detection of transverse imperfections (see 8.4.2.2); 8) Non-Destructive Testing for test category 2 tubes for the detection of laminar imperfections (see 8.4.2.2); 9) special ends preparation (see 8.6); 10) set of dimensions other than D and T (see 8.7.1); 11) exact lengths (see 8.7.3); 12) the type of inspection certificate 3.2 other than the standard document (see 9.2.1); 13) additional verification of impact energy at a temperature different from the standard temperature (see Table 15); 14) test pressure for hydrostatic leak-tightness test (see 11.8.1); 15) wall thickness measurement away from the ends (see 11.9); 16) Non-Destructive Testing method (see 11.11.1); 17) additional marking (see 12.2); 18) protection (see Clause 13). 6.3 Examples of an order 500 m of seamless tube with an outside diameter of 168,3 mm, a wall thickness of 4,5 mm in accordance with EN 10216-3, made of steel grade P355N, test category 1, with a 3.1 inspection certificate in accordance with EN 10204: EXAMPLE 500 m – Tube – 168,3 x 4,5 – EN 10216-3 – P355N – TC1.































7 Manufacturing process 7.1 Steelmaking process The steelmaking process is at the discretion of the 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. Steels shall be fully killed. NOTE This excludes the use of rimming, balanced or semi-killed steel. 7.2 Tube manufacture and delivery conditions 7.2.1 All NDT activities shall be carried out by qualified and competent level 1,2 and/or 3 personnel authorized 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 authorization issued by the employer shall be in accordance with a written procedure. NDT operations shall be authorized by level 3 NDT individual approved by the employer. NOTE The definition of level 1, 2 and 3 can be found in appropriate standards, e.g. EN ISO 9712 and ISO 11484. 7.2.2 The tubes shall be manufactured by a seamless process. Unless option 1 is specified, the tubes may be either hot or cold finished at the discretion of the manufacturer. The terms “ hot finished “ and “ cold finished “ apply to the condition of the tube before it is heat treated in accordance with 7.2.3. Option 1: The tubes shall be cold finished before heat treatment. 7.2.3 The tubes shall be supplied in the relevant heat treatment conditions as specified in Table 1 and Table 4.












Table 1 — Forming operation and delivery condition
Forming operation						Heat treatment condition								Symbol for the delivery condition
Hot finished						Normalized ^{a b}								+N
Hot finished						Quenched and tempered								+QT
Hot rolled + cold finished						Normalized^b								+N
Hot rolled + cold finished						Quenched and tempered								+QT
^a See 7.2.4.
^b See 7.2.5.
7.2.4 In case of steel grade P355N and P355NH, normalizing may be replaced by normalizing forming. 7.2.5 For steel grade P460 it may be necessary to apply delayed cooling or additional tempering after normalizing. For N-steel grades, accelerated cooling after austenitising may be necessary in order to achieve the intended structure and material properties in case of wall thickness above 25 mm or T/D > 0,15. In both cases, the decision shall be left to the discretion of the manufacturer but shall be stated to the customer at the time of enquiry and order. Steel tubes treated with accelerated cooling shall be designated by the steel name supplemented by the symbol “+QT “.



8 Requirements 8.1 General When supplied in a delivery condition indicated in 7.2 and inspected in accordance with Clauses 9, 10 and 11, the tubes shall conform to with the requirements of this Part of EN 10216. In addition, the general technical delivery requirements specified in EN 10021 shall apply. Tubes shall be suitable for hot and cold bending provided the bending is carried out in an appropriate manner. When tubes are specified in the order by d, dmin or Tmin the following formulae, with all terms in mm, shall apply for the calculation of outside diameter Dc, inside diameter dc and wall thickness Tc, instead of D, d and T for the relevant requirements in 7.2.5, 8.4.1.4, 10.2.2.2, 11.3, 11.8.1, 11.9, 11.11.4, 12.1 and Table 1, footnote c, Tables 4, 5, 6, 7, 10, 12, 15 and 16: For tolerances, see Tables 10, 11 and 12. 8.2 Chemical composition 8.2.1 Cast analysis The cast analysis reported by the steel producer shall apply and conform to the requirements of Table 2. When welding tubes produced in accordance with this Part of EN 10216, account should be taken of the fact that the behaviour of the steel during and after welding is dependent not only on the steel, but also on the applied heat treatment and the conditions of preparing for and carrying out the welding. 8.2.2 Product analysis Option 3: A product analysis for the tubes shall be supplied. Table 3 specifies the permissible deviations of the product analysis from the specified limits on cast analysis given in Table 2. 8.3 Mechanical properties 8.3.1 The mechanical properties of the tubes shall conform to the requirements in Tables 4, 5, 6, 7, Annex A, and in 11.3, 11.4, 11.5, 11.6 and 11.7. 8.3.2 The elevated temperature properties given in Table 5 and Table 6 shall be verified for steel grade P620QH and P690QH at 300 °C. Option 4: Elevated temperature properties given in Table 5 and Table 6 shall be verified for NH-grades at 400 °C. The properties at elevated temperature given in Table 5 and Table 6 for steel grades P355NH, P460NH, P620QH and P690QH, apply for the corresponding low and special low temperature quality steels if option 5 is specified. The properties at the elevated temperature given in Annex A for steel grades P275NL1 and P275NL2 apply if option 5 is specified. Option 5: Elevated temperature properties given in Tables 5, 6 and Annex A shall be verified for NL- and QL-grades at the highest temperature for which a value is given.
















Table 2 — Chemical composition (cast analysis) a, in % by mass
Steel grade				C	Si	Mn	P	S	Cr	Mo	Ni	Al tot b	Cu	N	Nb		Ti		V		Nb+Ti+V
Steel name		Steel number		max	max		max	max	max	max	max	min	max	max	max		max		max		max
P275NL1		1.0488		0,16	0,40	0,50 to 1,50	0,025	0,008	0,30c	0,08 c	0,50	0,020	0,30 c d	0,020	0,05		0,040		0,05		0,05
P275NL2		1.1104		0,16	0,40			0,005
P355N		1.0562		0,20	0,50	0,90 to 1,70	0,025	0,020	0,30 c	0,08 c	0,50	0,020	0,30 c d	0,020	0,05		0,040		0,10		0,12
P355NH		1.0565		0,20				0,010
P355NL1		1.0566		0,18				0,008
P355NL2		1.1106		0,18				0,005
P460N		1.8905		0,20	0,60	1,00 to 1,70	0,025	0,020	0,30	0,10	0,80	0,020	0,70 e	0,020	0,05		0,040		0,20		0,22
P460NH		1.8935						0,010
P460 NL1		1.8915						0,008
P460NL2		1.8918						0,005
P620Q		1.8876		0,20	060	1,00 to1,70	0,025	0,015	0,30	0,10	0,80	0,020	0,30 d	0,020	0,05		0,040		0,20		0,22
P620QH		1.8877
P620QL		1.8890
P690Q		1.8879		0,20	0,80	1,20 to 1,70	0,025	0,015	1,50	0,70	2,50	0,020	0,30 d	0,015	0,06		0,05		0,12
P690QH		1.888
P690QL1		1.8881
P690QL2		1.8888					0,020	0,010
^aElements not included in this table shall not be intentionally added to the steel without the agreement of the purchaser, except for elements which may be added for finishing the cast. All appropriate measures shall be taken to prevent the addition of undesirable elements from scrap or other materials used in the steel making process. ^b Al/N ≥ 2, if nitrogen is fixed by niobium, titanium or vanadium the requirements for Altot and Al/N do not apply. ^c The sum of the percentage by mass of the three elements chromium, copper and molybdenum shall not exceed 0,45 %. ^d Option 2: In order to facilitate subsequent forming operation, an agreed maximum copper content lower than indicated and an agreed specified maximum tin content shall apply. If the percentage by mass of copper exceeds 0,30 %, the percentage by mass of nickel shall be at least half the percentage by mass of copper.





Table 3 — Permissible deviations of the product analysis from specified limits on cast analysis given in Table 2
Element							Limiting value for the cast analysis in accordance with Table 2 % by mass								Permissible deviation of the product analysis % by mass
C							≤ 0,20								+ 0,02
Si							≤ 0,40								+ 0,05
Si							> 0,40 to 0,80								+ 0,06
Mn							≤ 1,70								+ 0,10
Mn							≤ 1,70								– 0,05
P							≤ 0,025								+ 0,005
S							≤ 0,015								+ 0,003
S							> 0,015 to ≤ 0,020								+ 0,005
Al							≥ 0,020								+0.005
Cr							≤ 0,30								+ 0,05
Cr							> 0,30 to ≤ 1,50								+ 0,10
Cu							≤ 0,70								+ 0,05
Mo							≤ 0,35								+ 0,03
Mo							> 0,35 to ≤ 0,70								+ 0,04
N							≤ 0,020								+ 0,002
Nb							≤ 0,06								+ 0,005
Ni							≤ 2,50								+ 0,05
Ti							≤ 0,05								+ 0,01
V							≤ 0,10								+ 0,01
V							> 0,10 to ≤ 0,20								+ 0,02
Table 4 — Mechanical properties at room temperature
Steel grade						Tensile properties
Steel name		Steel number		Heat treatment condition		Upper yield strength or proof strength R_eH or R_{p0,2 min.}for wall thickness T in mm							Tensile strength R_mfor wall thickness T in mm								Elongation^aA min.
						≤ 12	> 12 to ≤ 20	> 20 to ≤ 40	> 40 to ≤ 50	> 50 to ≤ 65	> 65 to ≤ 80	> 80 to ≤ 100	≤ 20		> 20 to ≤ 40		> 40 to ≤ 65		> 65 to ≤ 100		l	t
						Mpa*							Mpa*								(%)
P 275 NL 1		1.0488		+N		275			265	255	245	235	390 to 530		390 to 510				360 to 480		24	22
P 275 NL 2		1.1104		+N		275			265	255	245	235	390 to 530		390 to 510				360 to 480		24	22
P 355 N		1.0562		+N ^b		355		345	335	325	315	305	490 to 650		490 to 630				450 to 590		22	20
P 355 NH		1.0565		+N ^b
P 355 NL 1		1.0566		+N
P 355 NL 2		1.1106		+N
P 460 N		1.8905		+N ^c		460	450	440	425	410	400	390	560 to 730						490 to 690		19	17
P 460 NH		1.8935
P 460 NL 1		1.8915
P 460 NL 2		1.8918
P 620 Q		1.8876		+QT		620		580	540	500	–	–	740 to 930		690 to 860		630 to 800		–		16	14
P 620 QH		1.8877
P 620 QL		1.889
P 690 Q		1.8879				690		650	615	580	540	500	770 to 960		720 to 900		670 to 850		620 to 800
P 690 QH		1.888				690		650	615	580	540	500	770 to 960		720 to 900		670 to 850		620 to 800
P 690 QL 1		1.8881				690		690	650	615	580	540	770 to 960				700 to 880		680 to 860
P 690 QL 2		1.8888				690		690	650	615	580	540	770 to 960				700 to 880		680 to 860
^al= longitudinal; t = transverse. ^BSee 7.2.4. ^cSee 7.2.5. ^d1 MPa = 1 N/mm2



Table 5 — Minimum 0,2 %-proof strength (Rp0,2) at elevated temperature a
Steel grade						Wall thickness T mm			R_p0,2minimum MPa * at a temperature of °C
Steel name			Steel number						100		150		200		250		300		350		400
P355 NH			1.0565			≤ 20			304		284		255		235		216		196		167
						> 20 to ≤ 50			294		275		255		235		216		196		167
						> 50 to ≤ 65			284		265		245		226		206		186		157
						> 65 to ≤ 80			275		255		235		216		196		177		147
						> 80 to ≤ 100			265		245		226		206		186		167		137
P460NH			1.8935			≤ 12			402		373		343		314		294		265		235
						> 12 to ≤ 20			392		363		343		314		294		265		235
						> 20 to ≤ 50			382		353		333		304		284		255		226
						> 50 to ≤ 65			373		343		324		294		275		245		216
						> 65 to ≤ 80			363		333		314		284		265		235		206
						> 80 to ≤ 100			353		324		304		275		255		226		196
P620QH			1.8877			≤ 20			490		480		470		460		450		—		—
						> 20 to ≤ 40			470		460		450		440		430		—		—
						> 40 to ≤ 65			430		420		410		400		390		—		—
P690QH			1.888			≤ 20			590		580		570		560		550		—		—
						> 20 to ≤ 40			550		540		530		520		510		—		—
						> 40 to ≤ 65			510		500		490		480		470		—		—
						> 65 to ≤ 80			490		480		470		460		450		—		—
						> 80 to ≤ 100			450		440		430		420		410		—		—
^a See 8.3.2. * 1 MPa = 1 N/mm
^a See 8.3.2. * 1 MPa = 1 N/mm
Table 6 — Minimum tensile strength Rm at elevated temperature a
Steel grade						Wall thickness			Rm minimum MPa * at a temperature of °C
Steel name			Steel number			T mm			100		150		200		250		300		350		400
P355 NH			1.0565			≤ 30			440		430		410		410		410		400		390
						> 30 to ≤ 50			420		410		390		390		390		380		370
						> 50 to ≤ 80			400		390		370		370		370		360		350
						> 80 to ≤ 100			390		380		360		360		360		350		340
P460NH			1.8935			≤30			510		490		480		480		480		470		460
						> 30 to ≤ 50			490		470		460		460		460		450		440
						> 50 to ≤ 80			480		460		450		450		450		440		430
						> 80 to ≤ 100			470		450		440		440		440		430		420
P620QH			1.8877			≤ 20			640		620		600		600		600		—		—
						> 20 to ≤ 40			600		580		560		560		560		—		—
						> 40 to ≤ 65			540		520		500		500		500		—		—
P690QH			1.888			≤ 20			710		690		670		670		670		—		—
						> 20 to ≤ 40			660		640		620		620		620		—		—
						> 40 to ≤80			610		590		570		570		570		—		—
						> 80 to ≤ 100			580		560		540		540		540		—		—
^aSee 8.3.2. * 1 MPa = 1 N/mm2
^aSee 8.3.2. * 1 MPa = 1 N/mm2
Table 7 — Minimum impact energy
Steel grades						Wall thickness T mm			Minimum average impact energy KV2 J for
Steel grades									longitudinal direction							transverse direction
Steel name			Steel number						at a temperature of ° C
P355N			1.0562			≤ 40			-50	-40	-30	-20	-10	0	+ 20	-50	-40	-30	-20	-10	0	+ 20
P355NH			1.0565						–	–	–	40	43	47	55	–	–	–	27	31	35	39
P460N			1.8905
P460NH			1.8935
P620Q			1.8876			> 40 to ≤ 65			–	–	–	–	40	45	50	–	–	–	–	27	31	35
P620QH			1.8877
P690Q			1.8879
P690QH			1.888
P275NL1			1.0488			≤ 40			–	40	47	53	60	65	70	–	27	31	35	39	43	47
P355NL1			1.0566
P460NL1			1.8915
P620QL			1.8890			> 40 to ≤ 65			–	–	40	47	53	60	65	–	–	27	31	35	39	43
P690QL1			1.8881			> 40 to ≤ 65			–	–	40	47	53	60	65	–	–	27	31	35	39	43
P275NL2			1.1104			≤ 40			40	50	60	70	80	90	100	27	33	40	47	53	60	70
P355NL2			1.1106			≤ 40			40	50	60	70	80	90	100	27	33	40	47	53	60	70
P460NL2			1.8918			> 40 to ≤ 65			–	40	50	60	70	80	90	–	27	33	40	47	53	60
P690QL2			1.8888			> 40 to ≤ 65			–	40	50	60	70	80	90	–	27	33	40	47	53	60
8.4 Appearance and internal soundness 8.4.1 Appearance 8.4.1.1 The tubes shall be free from external and internal surface defects that can be detected by visual examination. 8.4.1.2 The internal and external surface finish of the tubes shall be typical of the manufacturing process and, where applicable, the heat treatment employed. Normally the finish and surface condition shall be such that any surface imperfections requiring dressing can be identified. 8.4.1.3 It shall be permissible to dress, only by grinding or machining, surface imperfections provided that, after doing so, the wall thickness in the dressed area is not less than the specified minimum wall thickness. All dressed areas shall blend smoothly into the contour of the tube. 8.4.1.4 Any surface imperfection, which is demonstrated to be deeper than 5 % of the wall thickness T or 3 mm, whichever is the smaller, shall be dressed. This requirement does not apply to surface imperfection with a depth equal or less than 0,3 mm. 8.4.1.5 Surface imperfections which encroach on the specified minimum wall thickness shall be considered defects and tubes containing these shall be deemed not to comply with this Part EN 10216. 8.4.2 Internal soundness 8.4.2.1 Leak-tightness The tubes shall pass a hydrostatic test (see 11.8.1) or electromagnetic test (see 11.8.2) for leak tightness. Unless option 6 is specified, the choice of the test method is at the discretion of the manufacturer. Option 6: The test method for verification of leak-tightness in accordance with 11.8.1 or 11.8.2 is specified by the purchaser. 8.4.2.2 Non-Destructive testing The tubes of test category 2 shall be subjected to a Non-Destructive testing for the detection of longitudinal imperfections, in accordance with 11.11.1. Option 7: The tubes of test category 2 shall be subjected to a Non-Destructive testing for the detection of transverse imperfections in accordance with 11.11.2. Option 8: The tubes of test category 2 shall be subjected to a Non-Destructive testing for the detection of the laminar imperfections in accordance with 11.11.3. 8.5 Straightness The deviation from straightness of any tube length L shall not exceed 0,001 5 L. Deviations from straightness over any one metre length shall not exceed 3 mm. 8.6 Preparation of ends Tubes shall be delivered with square cut ends. The ends shall be free from excessive burrs. Option 9: The tubes with wall thickness ≥ 3.2 mm shall be delivered with bevelled ends (see Figure 1). The bevel shall have an angle α of 30° 0+°5° with a root face C of 1,6 mm ± 0,8 mm, except that for wall thickness T greater than 20 mm, an alternative bevel may be specified. 8.7 Dimensions, masses and tolerances 8.7.1 Diameter and wall thickness Unless option 10 is specified, tubes shall be delivered by outside diameter D and wall thickness T. Preferred outside diameters D and wall thicknesses T have been selected from EN 10220 and are given in Table 8. Dimensions which are different from those in Table 8 may be agreed. Option 10: The tubes shall be delivered to one of the following sets of dimensions as specified at the time of enquiry and order: ── outside diameter D and minimum wall thickness Tmin; ── inside diameter d and wall thickness T for d ≥ 220 mm; ── inside diameter d and minimum wall thickness Tmin for d ≥ 220 mm; ── minimum inside diameter dmin and wall thickness T for dmin ≥ 220 mm; ── minimum inside diameter dmin and minimum wall thickness Tmin for dmin ≥ 220 mm.





























Table 8 — Preferred dimensions
Dimensions in millimetres
Outside diameter D Series^a			Wall thickness T
1	2	3	1.6	1.8	2	2.3	2.6	2.9	3.2	3.6	4	4.5	5	5.6	6.3	7.1	8	8.8	10	11	12.5	14.2

10.2
	12
	12.7
13.5
		14
	16
17.2
		14
	16
17.2
		18
	19
	20
21.3
		22
	25
		25.4
26.9
		30
	31.8
	32
33.7
		35
	38
	40
42.4
42.4		44.5
48.3
	51
		54
	57
60.3
	63.5
	70
		73
76.1
76.1		82.5
88.9
	101.6
		108
114.3
	127
	133
139.7
		141.3
		152.4
		159
168.3
		177.8
		193.7
219.1
219.1		244.5
273
323.9
355.6
406.4
457
508
508		559
610
610		660
711
Outside diameter D series ^a			Wall thickness T
1	2	3	16	17.5	20	22.2	25	28	30	32	36	40	45	50	55	60	65	70	80	90	100

10.2
	12
	12.7
13.5
		14
	16
17.2
		18
	19
	20
21.3
		22
	25
		25.4
26.9
		30
	31.8
	32
33.7
		35
	38
	40
42.4
		44.5
	51
		54
	57
60.3
	63.5
	70
		73
76.1
76.1		82.5
88.9
	101.3
		108
114.3
	127
	133
139.7
		141.3
		152.4
		159
168.3
		177.8
		193.7
219.1
219.1		244.5
273
323.9
355.6
406.4
457
508
508		559
610
610		660
711

^aseries 1 = diameter for which all the accessories needed for the construction of piping system are standardized; series 2 = diameter for which not all the accessories are standardized; series 3 = diameter for special application for which very few standardized accessories exist.


8.7.2 Mass For the mass per unit length, the provisions of EN 10220 apply. 8.7.3 Lengths Unless option 11 is specified, the tubes shall be delivered in random length. The delivery range shall be agreed at the time of enquiry and order. Option 11: The tubes shall be delivered in exact length and the length shall be specified at the time of enquiry and order. For tolerances, see 8.7.4.2. 8.7.4 Tolerances 8.7.4.1 Tolerances on diameter and thickness The diameter and the wall thickness of the tubes shall be within the relevant tolerance limits given in Tables 9, 10, 11,12 or 13. Out of roundness is included in the tolerances on diameter and eccentricity is included in the tolerances on wall thickness.






Table 9 — Tolerances on outside diameter and wall thickness
Outside diameter D mm			Toelrances on D				Tolerances on T for a T/D ratio
Outside diameter D mm			Toelrances on D				≤ 0.025				> 0.025 ≤ 0.050				> 0.050 ≤ 0.10				> 0.10
D ≤ 219.1			≤ 1 % or ± 0.5 mm whichever is the greater				± 12.5 % or ± 0.4mm whichever is the greater
D > 219.1			≤ 1 % or ± 0.5 mm whichever is the greater				± 20 %				± 15 %				± 12.5 %				± 10 % ^a
^a For outside diameters D ≥ 355,6 mm, it is permitted to exceed the upper wall thickness locally by a further 5 % of the wall thickness T.
Table 10 — Tolerances on inside diameter and on wall thickness
Tolerances on inside diameter							Tolerances on T for a T/d ratio
d			d _min				≤ 0.03				> 0.03 ≤ 0.06				> 0.06 ≤ 0.12				> 0.12
± 1 % or ± 2 mm whichever is the greater			+ 2 % or + 4 mm whichever is the greater				± 20%				± 15 %				± 12.5 %				± 10% ^a
± 1 % or ± 2 mm whichever is the greater			+ 2 % or + 4 mm whichever is the greater				± 20%				± 15 %				± 12.5 %				± 10% ^a
^a For outside diameters D ≥ 355,6 mm, it is permitted to exceed the upper wall thickness locally by a further 5 % of the wall thickness T.
9 Inspection 9.1 Types of inspection Conformity to the requirements of the order, for tubes in accordance with this Part of EN 10216, shall be checked by specific inspection. When an inspection certificate 3.1 is specified, the material manufacturer shall state in the confirmation of the order whether he is operating according to a “quality–assurance system”, certified by a competent Body established within the Community and having undergone a specific assessment for materials. NOTE See the EU Directive 97/23/EC, Annex I, section 4.3 third paragraph and for further information the Guidelines of the EU Commission and the Member States for its interpretation (see e.g. Guidelines 7/2 and 7/16). 9.2 Inspection documents 9.2.1 Types of inspection documents Unless option 12 is specified, an inspection certificate 3.1 in accordance with EN 10204, shall be issued. Option 12: Inspection certificate 3.2 in accordance with EN 10204 shall be issued. If an inspection certificate 3.2 is specified, the purchaser shall notify the manufacturer of the name and address of the organization or person who is to carry out the inspection and produce the inspection document. Additionally, it shall be agreed which party shall issue the certificate. Inspection certificates 3.1 and 3.2 are to be validated by manufacturer's authorized representative. 9.2.2 Content of inspection documents The content of the inspection document shall be in accordance with EN 10168. In all types of inspection documents, a statement on the conformity of the products delivered with the requirements of this specification and the order shall be included. The inspection certificate shall contain the following codes and information: ── A commercial transactions and parties involved; ── B description of products to which the inspection document applies; ── C02-C03 direction of the test pieces and testing temperature; ── C10-C13 tensile test; ── C40-C43 impact test, if applicable; ── C60-C69 other tests; ── C71-C92 chemical composition on cast analysis (product analysis, if applicable); ── D01 marking and identification, surface appearance, shape and dimensional properties; ── D02-D99 leak-tightness test; NDT, material identification, if applicable; ── Z validation. In addition to the inspection document 3.1 the manufacturer shall state the references to the certificate (see 9.1) of the appropriate “quality-assurance system”, if applicable. 9.3 Summary of inspection and verification testing The tubes shall be inspected and tested in test category 1 or test category 2 as specified in the order, except that P620 and P690 shall be tested to test category 2 (see 6.1). Inspection and testing to be carried out are summarized in Table 15.


























Table 15 — Summary of inspection and verification testing
Type of inspection and test										Frequency of testing				Refer to			Test category
Type of inspection and test										Frequency of testing				Refer to			1			2
Mandatory tests			Cast analysis							one per cast				8.2.1 – 11.1			X			X
			Tensile test at ambient temperature							one per sample tube				8.3.1 – 11.2.1			X			X
			Tensile test at elevated temperature (QH grades)											8.3.2 – 11.2.2			X			X
			Flattening test for D < 600 mm and T/D ratio ≤ 0,15 but T ≤ 40 mm or ^{a b}											8.3 – 11.3 -11.4			X
			Ring tensile test for D > 150 mm and T ≤ 40 mm											8.3 – 11.5 – 11.6			X
			Drift expanding test for D ≤ 150 mm and T ≤ 10 mm or ^{a b}											8.3 – 11.5 – 11.6			X			X
			Ring expanding test for D ≤ 114.3 mm and T ≤ 12,5 mm											8.3 – 11.7			X
			Impact test c											8.3 – 11.7			X
			Leak tightness test							each tube				8.4.2.1 – 11.8			X
			Dimensional inspection							8.7 – 11.9							X			X
			Visual examination							11.10							X
			NDT for the detection of longitudinal imperfections							each tube				8.4.2.2 – 11.11.1			—			X
			Material identification							each tube				11.12			X			X
Optional tests			Product analysis (Option 3)							one per cast				8.2.2 – 11.1			X			X
			Tensile test at elevated temperature (NH,NL, QL-grades) (Options 4 or 5)							one per cast and same heat treatment condition				8.3 – 11.2.2			X			X
			Impact test at temperature other than standard test temperature (Option 13)							one per sample tube				11.7			X			X
			Wall thickness measurement away from tube ends (Option 15)							see 11.9							X			X
			NDT for the detection of transverse imperfections (Option 7)							each tube				11.11.2			—			X
			NDT for the detection of laminar imperfections (Option 8)							each tube				11.11.3			—			X
^aThe choice of flattening test or ring tensile test and of drift expanding test or ring expanding test is at the manufacturer’s discretion. ^bTests not applicable for steel grades P620 and P690. ^cOption 13: Additional to the testing at standard test temperature the impact test shall be performed at a temperature selected from those given in Table 7 for the relevant steel grade.


10 Sampling 10.1 Frequency of tests 10.1.1 Test unit For normalized formed tubes, a test unit shall comprise tubes of the same specified diameter and wall thickness, the same steel grade, the same cast, the same manufacturing process. For tubes which are furnace heat treated, a test unit shall comprise tubes of the same specified diameter and wall thickness, the same steel grade, the same cast, the same manufacturing process, subjected to the same finishing treatment in a continuous furnace or heat treated in the same furnace charge in a batch-type furnace. The number of tubes per test unit shall conform to Table 16: The manufacturing length (e.g. the rolled length after the normalizing forming process) may differ from the delivery length providing there is no additional HT after cutting the manufacturing lengths into individual lengths.





Table 16 — Number of tubes per test unit
Outside diameter D (mm)										Maximum number of tubes per test unit
D ≤ 114,3										200
114,3 < D ≤ 323,9										100
D > 323,9										50
10.1.2 Number of sample tubes per test unit The following number of sample tubes shall be selected from each test unit: ── Test category 1: one sample tube; ──Test category 2: two sample tubes; when the total number of tubes is less than 20, only one sample tube. 10.2 Preparation of samples and test pieces 10.2.1 Selection and preparation of samples for product analysis Samples for product analysis shall be taken from the test pieces or samples for mechanical testing or from the whole wall thickness of the tube at the same location as the mechanical test samples in accordance with EN ISO 14284. 10.2.2 Location, orientation and preparation of samples and test pieces for mechanical tests 10.2.2.1 General Samples and test pieces shall be taken at the tube ends and in accordance with the requirements of EN ISO 377. 10.2.2.2 Test pieces for tensile tests The test pieces for the tensile tests at room temperature shall be prepared in accordance with EN ISO 6892-1. The test pieces for the tensile tests at elevated temperature shall be prepared in accordance with EN ISO 6892-2. At the manufacturer's discretion: ── for tubes with an outside diameter D ≤ 219,1 mm the test piece shall be either a full tube section or a strip section and shall be taken in a direction longitudinal to the axis of the tube; ── for tubes with an outside diameter D > 219,1 mm the test piece shall either be a machined test piece with circular cross section from an unflattened sample or a strip section and be taken in a direction either longitudinal or transverse to the axis of the tube. 10.2.2.3 Test pieces for the flattening test, ring tensile test, drift expanding test and ring expanding test The test pieces for the flattening test, ring tensile test, drift expanding test and the ring expanding test shall consist of a full tube section in accordance with EN ISO 8492, EN ISO 8496, EN ISO 8493 or EN ISO 8495, respectively. 10.2.2.4 Test pieces for impact test Three standard Charpy V-notch test pieces shall be prepared in accordance with EN ISO 148-1. If the wall thickness is such that standard test pieces cannot be produced without flattening of the section, then test pieces of width less than 10 mm, but not less than 5 mm shall be prepared; the largest obtainable width shall be used. Where test pieces at least 5 mm width cannot be obtained, the tubes shall not be subject to impact testing. The test pieces shall be taken transverse to the tube axis unless Dmin , as calculated by the following formula, is greater than the specified outside diameter, in which case longitudinal test pieces shall be used: Dmin = (T-5) + [ 756,25 / (T-5) ] (5) The test pieces shall be prepared such that the axis of the notch is perpendicular to the surface of the tube; see Figure 2. 1 longitudinal test piece 2 transverse test piece w specimen width
























11 Verification test methods 11.1 Chemical analysis The elements to be determined and reported shall be those specified in Table 2. The choice of a suitable physical or chemical analytical method for the analysis shall be at the discretion of the manufacturer. In cases of dispute the method used shall be agreed the between manufacturer and the purchaser, taking into account CEN/TR 10261. 11.2 Tensile test 11.2.1 Tensile test at room temperature The test shall be carried out at room temperature in accordance with EN ISO 6892-1 and the following shall be determined: ── the tensile strength (Rm); ── the upper yield strength (ReH) or if a yield phenomenon is not present the 0,2 % proof strength (Rp0,2); ── the percentage elongation after fracture with a reference to a gauge length (L0) of 5,65⋅ So ; if a nonproportional test piece is used, the percentage elongation value shall be converted to the value for a gauge length Lo = 5,65⋅ So using the conversion tables in EN ISO 2566-1. 11.2.2 Tensile test at elevated temperature The test shall be carried out in accordance with EN ISO 6892-2 at 400 °C or 300 °C in accordance with the steel grade concerned and the following shall be determined: ─ the 0,2 % proof strength (Rp0,2); ─ the tensile strength (Rm). 11.3 Flattening test The test shall be carried out in accordance with EN ISO 8492. The tube section shall be flattened in a press until the distance H between the platens reaches the value given by the following formula: where H is the distance between platens, in millimetres, to be measured under load; D is the specified outside diameter, in millimetres; T is the specified wall thickness, in millimetres; C is the constant factor of deformation the value of which is: ── 0,07 for steel grades with specified minimum yield strength ≤ 355 MPa; ── 0,05 for steel grades with specified minimum yield strength ≥ 460 MPa. After testing, the test piece shall be free from cracks or breaks. However, slight incipient cracks at its edges shall not be regarded as justification for rejection. 11.4 Ring tensile test The test shall be carried out in accordance with EN ISO 8496. The tube section shall be subjected to strain in the circumferential direction until fracture occurs. After fracture, the test pieces shall not show any visible cracks without the use of magnifying aids (excluding the fracture point). 11.5 Drift expanding test The test shall be carried out in accordance with EN ISO 8493. The tube section shall be expanded with a 60° conical tool until the percentage increase in outside diameter shown in Table 17 is reached.
Table 17 — Drift expanding test requirements
Steel grade									% increase in outside diameter for d/D^a
All steel grades									≤ 0.6					> 0.6 ≤ 0.8					> 0.8
All steel grades									8					10					15
^ad = D – 2T
After testing, the test piece shall be free from cracks or breaks. However, slight incipient cracks at its edges shall not be regarded as justification for rejection. 11.6 Ring expanding test The test shall be carried out in accordance with EN ISO 8495. The tube section shall be expanded with a conical tool until it breaks. The surface outside the fracture zone shall be free from cracks or breaks. However, slight incipient cracks at its edges shall not be regarded as justification for rejection. 11.7 Impact test 11.7.1 The test shall be carried out (but see 10.2.2.4) in accordance with EN ISO 148-1, at – 20 °C for the basic and elevated temperature quality and at the relevant lowest temperature in accordance with Table 7 for the low and special low temperature quality. 11.7.2 The mean value of the three test pieces shall meet requirements given in Table 7. One individual value may be below the specified value, provided that it is not less than 70 % of that value. 11.7.3 If the width (W) of the test piece is less than 10 mm, the measured impact energy (KVp) shall be converted to the calculated impact energy (KV) using the following formula: KVc is the calculated impact energy, in joules; p is the measured impact energy, in joules; w is the width of the test piece, in millimetres. The calculated impact energy KVc shall conform to the requirements given in 11.7.2. 11.7.4 If the requirements of 11.7.2 are not met, then an additional set of three test pieces may be taken at the discretion of the manufacturer from the same sample and tested. To consider the test unit as conforming, after testing the second set, the following conditions shall be satisfied simultaneously: ── the average value of the six tests shall be equal to or greater than the specified minimum average value;BS EN 10216-3:2013 ── not more than two of the six individual values may be lower than the specified minimum average value; ── not more than one of the six individual values may be lower than 70 % of the specified minimum average value. 11.7.5 The dimensions in millimetres of the test pieces, the measured impact energy values and the resulting average value shall be reported. 11.8 Leak tightness test 11.8.1 Hydrostatic test The hydrostatic test shall be carried out at a test pressure of 70 bar1) or at a test pressure P calculated using the following formula, whichever is lower: P is the test pressure, in bar; D is the specified outside diameter, in millimetres; T is the specified wall thickness, in millimetres; S is the stress, in MPa, corresponding to 70 % of the specified minimum yield strength (see Table 4) for the steel grade concerned. The test pressure shall be held for not less than 5 s for tubes with an outside diameter D less than or equal to 457 mm and for not less than 10 s for tubes with an outside diameter D greater than 457 mm. The tube shall withstand the test without showing leakage. NOTE This hydrostatic leak-tightness test is not a strength test. Option 14: A test pressure different from that specified in 11.8.1 and corresponding to stresses below 90 % of the specified minimum yield strength (see Table 4) for the steel grade concerned is specified. 11.8.2 Electromagnetic test The test shall be carried out in accordance with EN ISO 10893-1. 11.9 Dimensional inspection Specified dimensions, including straightness, shall be verified.The outside diameter shall be measured at tube ends. For tubes with outside diameter D ≥ 406,4 mm, the diameter may be measured using a circumference tape. Unless option 15 is specified, the wall thickness shall be measured at both tube ends. Option 15: The wall thickness shall be measured away from the tube ends in accordance with an agreed procedure. 11.10 Visual examination Tubes shall be visually examined to ensure conformity to the requirements of 8.4.1. 11.11 Non-destructive testing 11.11.1 Tubes of test category 2 shall be subjected Non-Destructive Testing for the detection of longitudinal imperfections, in accordance with EN ISO 10893-10, to acceptance level U2 sub-category C or EN ISO 10893-3 acceptance level F2. Unless option 16 is specified, the selection of the method is at the discretion of the manufacture. Option 16: The test method is specified by the purchaser. Regions at the tube ends not automatically tested shall either be subjected to manual/semi-automatic ultrasonic testing in accordance with EN ISO 10893-10 to acceptance Level U2, sub-category C, or be cropped off. 11.11.2 If option 7 is specified, the tubes shall be submitted to ultrasonic testing for the detection of transverse imperfections in accordance with EN ISO 10893-10 to acceptance level U2 sub-category C. 11.11.3 If option 8 is specified, the tubes shall be submitted to ultrasonic testing for the detection of the laminar imperfections in accordance with EN ISO 10893-8 to acceptance level U2. 11.11.4 For tubes ordered by minimum wall thickness Tmin (see option 10), the acceptance level shall apply to the calculated wall thickness Tc as determined in accordance with the formula stated in Clause 8. 11.12 Material identification Each tube made of steel grades P460, P620 and P690 shall be tested by an appropriate method to ensure that the orrect grade is being supplied. 11.13 Retests , sorting and reprocessing For retest, sorting and reprocessing, the requirements of EN 10021 shall apply. 12 Marking 12.1 Marking to be applied The marking shall be indelibly marked on each tube at least at one end. For tubes with outside diameter D ≤ 51 mm the marking on tubes may be replaced by the marking on a label attached to the bundle or box. The marking shall include the following information: the manufacturer's name or trade mark; the number of this European Standard and the steel name (see 5.2); the test category except for grade P 620 and P 690 (see 9.3); the cast number or a code number;  the mark of the inspection representative;  an identification number (e.g. order or item number) which permits the correlation of the product or delivery unit to the related documents. Example of marking: EXAMPLE X – EN 10216-3 – P355N – TC1 – Y – Z1 – Z2BS EN 10216-3:2013 X is the manufacturer's mark; TC1 is the designation of the test category 1; Y is the cast number or a code number; Z1 is the mark of the inspection representative; Z2 is the identification number. 12.2 Additional marking Option 17: Additional marking, as agreed upon at the time of enquiry and order, shall be applied. 13 Protection The tubes shall be delivered without a temporary protective coating. Option 18: A temporary protective coating or durable coating and/or lining shall be applied.















































Annex A (informative)
Elevated temperature properties for steel grades P275NL1 and NL2
Table A.1 – Minimum 0,2 % – proof strength^a a
Wall thickness T mm			Rp 0,2 (MPa) at a temperature of °C
Wall thickness T mm			100			150			200			250			300			350		400
≤ 20			255			235			206			186			157			137		118
> 20 to ≤ 50			245			226			206			186			157			137		118
> 50 to ≤ 65			235			216			196			177			147			127		108
> 65 to ≤ 80			226			206			186			167			137			117		98
> 80 to ≤ 100			216			196			177			157			127			108		88
Table A.2 – Minimum tensile strength^a
Wall thickness T mm		Rm (MPa) at a temperature of °C
Wall thickness T mm		100			150			200			250			300			350			400
≤ 30		340			330			310			310			310			300			290
> 30 to ≤ 50		320			310			290			290			290			280			270
> 50 to ≤ 80		300			290			270			270			270			260			250
> 80 to ≤ 100		290			280			260			260			260			250			240
Annex B (informative)
Technical changes from the previous edition
B.1 Introduction This informative annex is intended to guide the user to places where significant technical changes have been introduced into the previous edition of this European Standard. Editorial changes are not included in this annex. References refer to the previous edition. While this annex is intended to be comprehensive, the user should satisfy himself that he fully understands the changes which have been made. The user is ultimately responsible for recognising any differences between this edition and the previous edition of the document. B.2 Technical changes ── 1 Scope ── 2 Normative references ── 6 Information to be supplied by the purchaser ── 6.2 Options [6), 12) and 13)] ── 6.3 Example of an order ── 7 manufacturing process ── 7.1 Steelmaking process ── 8 Requirements ── 8.2 Chemical composition (Table 2) ── 8.6 Preparation of ends ── 9 Inspections ── 9.1 Types of inspections ── 9.2 Inspection documents (9.2.1) ── 10 Sampling ── 10.1 Frequency of tests (10.1.1) ── 11 Verification of test methods ── 11.2 Tensile test





















Annex ZA (informative)
Relationship between this European Standard and the Essential Requirements of EU Directive 97/23/EC
This European Standard has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association to provide a means of conforming to Essential Requirements of the New Approach Directive 97/23/EC. Once this standard is cited in the Official Journal of the European Union under that Directive and has been implemented as a national standard in at least one Member State, compliance with the clauses of this standard given in Table ZA.1 confers, within the limits of the scope of this standard, a presumption of conformity with the corresponding Essential Requirements of that Directive and associated EFTA regulations.


Table ZA.1 — Correspondence between this European Standard and the essential requirements of the EU Directive 97/23/EC
Clauses/subclauses of this EN								Essential Requirements (ERs) of the Directive 97/23/EC									Qualifying remarks/Notes
8.3								Annex I, 4.1a									Appropriate material properties
7.1 and 8.2								Annex I, 4.1c									Ageing
7.2 and 8.4								Annex I, 4.1d									Suitable for the processing procedures
9 and 10								Annex I, 4.3									Documentation
WARNING: Other requirements and other EU Directives may be applicable to the product(s) falling within the scope of this standard.

Seamless Steel Tube P690QL2, EN 10216-3	Seamless Steel Tube P690QH, EN 10216-3	Seamless Steel Tube P690Q, EN 10216-3
Seamless Steel Tube P620QL, EN 10216-3	Seamless Steel Tube P620QH, EN 10216-3	Seamless Steel Tube P620Q, EN 10216-3
Seamless Steel Tube P460NL2, EN 10216-3	Seamless Steel Tube P460NL1, EN 10216-3	Seamless Steel Tube P460NH, EN 10216-3
Seamless Steel Tube P460N, EN 10216-3	Seamless Steel Tube P355NL2, EN 10216-3	Seamless Steel Tube P355NL1, EN 10216-3
Seamless Steel Tube P355NH, EN 10216-3	Seamless Steel Tube P355N, EN 10216-3	Seamless Steel Tube P275NL2, EN 10216-3
Seamless Steel Tube P275NL1, EN 10216-3	Seamless Tube P355N, EN 10216-3	Seamless Tube P275NL2, EN 10216-3
Seamless Tube P275NL1, EN 10216-3