NORSOK STANDARDM-120 Rev. 4, June 2004 Material data sheets for structural steel This NORSOK standard is developed with broad petroleum industry participation by interested parties in the Norwegian petroleum industry and is owned by the Norwegian petroleum industry represented by The Norwegian Oil Industry Association (OLF) and Federation of Norwegian Manufacturing Industries (TBL). Please note that whilst every effort has been made to ensure the accuracy of this NORSOK standard, neither OLF nor TBL or any of their members will assume liability for any use thereof. Standards Norway is responsible for the administration and publication of this NORSOK standard. Standards Norway Strandveien 18, P.O. Box 242 N-1326 Lysaker NORWAY Copyrights reserved Telephone: + 47 67 83 86 00 Fax: + 47 67 83 86 01 Email: [email protected] Website: www.standard.no/petroleum NORSOK standard M-120 Foreword Introduction 1 2 3 3.1 3.2 4 4.1 4.2 Scope Normative references Definitions and abbreviations Definitions Abbreviations Collection of material data sheets General Selection criteria Rev. 4, June 2004 2 2 3 3 3 3 3 3 3 4 NORSOK standard Page 1 of 5 NORSOK standard M-120 Rev. 4, June 2004 Foreword The NORSOK standards are developed by the Norwegian petroleum industry to ensure adequate safety, value adding and cost effectiveness for petroleum industry developments and operations. Furthermore, NORSOK standards are as far as possible intended to replace oil company specifications and serve as references in the authorities’ regulations. The NORSOK standards are normally based on recognised international standards, adding the provisions deemed necessary to fill the broad needs of the Norwegian petroleum industry. Where relevant, NORSOK standards will be used to provide the Norwegian industry input to the international standardisation process. Subject to development and publication of international standards, the relevant NORSOK standard will be withdrawn. The NORSOK standards are developed according to the consensus principle generally applicable standards work and according to established procedures defined in NORSOK A-001. The NORSOK standards are prepared and published with support by The Norwegian Oil Industry Association (OLF) and Federation of Norwegian Manufacturing Industries (TBL). NORSOK standards are administered and published by Standards Norway. Introduction The reference document for grade specifications is the August 2001 edition of EN 10225 The main changes in Rev. 4 are as follows: (not marked) For MDS’s: − MDS-Y01 is split into Y01, Y02 and Y03 for SMYS 235 MPa, 275 MPa and 355 MPa respectively − Thickness limitation is extended for MDS-Y05,Y06, Y07, Y15 − S355J2G3 with additional requirement to impact energy (same as for S355K2G3) and P and S is included in MDS-Y05 − Reference to the final EN 10225 − Requirement for CTOD for thicknesses above 40 mm − Requirement to stain age tests deleted for sections and tubulars with SMYS below 500 MPa − Min. Ni content of 0,50 for MDS-Y50 and Y55 − MDS-Y70 is deleted Note: It should be observed that the requirement to fabrication tolerances in M-101 may be more strict than the manufacturing tolerances for steel products according to this standard. NORSOK standard Page 2 of 5 1 Definitions and abbreviations Definitions 3.1. through reference in this text. Latest issue of the references shall be used unless otherwise agreed. without mentioning or excluding others. In addition the MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard.1. 4.2 should verbal form used to indicate that among several possibilities one is recommended as particularly suitable. Normative references are given in the individual data sheets.1. whether material. physical or casual. The reference document for grade specifications is the August 2001-edition of EN 10225.1 Collection of material data sheets General The materials shall be delivered in accordance with the standard referred to in the MDS. Ref.1 shall verbal form used to indicate requirements strictly to be followed in order to conform to the standard and from which no deviation is permitted. June 2004 1 Scope This standard includes a collection of Material Data Sheets (MDS) applicable to selected material standards and grades for use in steel structures.NORSOK standard M-120 Rev. 2 Normative references The following standards include provisions and guidelines which. All listed MDS’ are enclosed. NORSOK standard Page 3 of 5 .3 may verbal form used to indicate a course of action permissible within the limits of the standard 3. constitute provisions and guidelines of this NORSOK standard. The material selection menu for the actual strength levels and grades is shown in table 1. 3 3. also Note in the introduction.4 can verbal form used for statements of possibility and capability. Other recognized standards may be used provided it can be shown that they meet or exceed the requirements and guidelines of the standards referenced below. or that a certain course of action is preferred but not necessarily required 3.2 CTOD DFT MDS PWHT Abbreviations Crack Tip Opening Displacement Dry Film Thickness Material Data Sheet Post Weld Heat Treatment 4 4. 3.1. unless accepted by all involved parties 3. 2 Selection criteria The number of steel grades used in a project should be limited to the practical minimum. June 2004 4. An evaluation should be carried out to determine the optimum grades. NORSOK standard Page 4 of 5 . 4.NORSOK standard M-120 Rev. All references in the MDS are to the relevant material standard unless otherwise specified. NORSOK standard Page 5 of 5 .NORSOK standard M-120 Table 1 .Material Data Sheets for Structural Steel MDS No. 4. Standard Steel Grade Product Type Steel Quality Level IV IV IV III III III III III III III I I I II II II II I I I II II II I I I II II II I I I II II II Rev. Rev. No. June 2004 Former designation Y01 Y02 Y04 Y05 Y06 Y07 Y08 Y15 Y16 Y20 Y21 Y22 Y25 Y26 Y27 Y28 Y30 Y31 Y32 Y35 Y36 Y37 Y40 Y41 Y42 Y45 Y46 Y47 Y50 Y51 Y52 Y55 Y56 Y57 1) 4 3 1 2 2 2 2 2 2 4 4 4 4 3 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 EN 10025 EN 10210 EN 10219 EN 10025 EN 10210 EN 10219 EN 10025 EN 10210 EN 10219 EN 10025 EN 10113 EN 10225 EN 10210 EN 10219 EN 10113 EN 10219 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 EN 10225 S235JRG2 S235JRH S235JRH S275JR S275J0H S275J0H S355J0 S355J0H S355J2H S355J2G3 S355N/M S355G1+N S355/NH S355MLH S420NL/ML S420MLH S355G10+N/G10+M S355G12+N/G12+M S355G15+Q/G15+N S355G9+N/G9+M S355G11+N/G11+M S355G14+Q/G14+N S355G13+N S420G2+Q/G2+M S420G4+M S420G6+Q(mod) S420G1+Q/G1+M S420G3+M S420G6+Q S460G2+Q/G2+M S460G4+M S460G6+Q (mod) S460G1+Q/G1+M S460G3+M S460G6+Q S500G2+Q/G2+M 1) S500G4+M 1) S500G6+Q (mod) 1) S500G1+Q/G1+M 1) S500G3+M 1) S500G6+Q 1) Plates and Sections Hot finished tubulars Cold formed tubulars Plates and Sections Hot finished tubulars Cold formed tubulars Plates and Sections Hot finished tubulars Cold formed tubulars Plates and sections Plates and sections Hot finished tubulars Hot finished tubulars Cold formed tubulars Plates and sections Cold formed tubulars Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars Welded Tubulars Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars Plates Rolled Sections Seamless Tubulars S355N4z/M4z S355N3z/M3z S355Q3z/N3z S355N4/M4 S355N3/M3 S355Q3/N3 S420Q3z/M3z S420M3z S420Q3 (z mod) S420Q3/M3 S420M3 S420Q3 S460Q3z/M3z S460M3z S460Q3 (z mod) S460Q3/M3 S460M3 S460Q3 S500Q3z/M3z 1) S500M3z 1) S500Q3 (z mod) 1) S500Q3/M3 1) S500M3 1) S500Q3 1) Note : This steel grade designation is not included in EN 10225. PRODUCT Plates and sections Hot finished tubulars Cold formed tubulars SCOPE MDS .NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel. option 3. 4 STANDARD EN 10025 EN 10210 EN 10219 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. These grades shall not be used for thicknesses above 25 mm. STEEL GRADE QUALIFICATION HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. The grades listed represent the minimum requirements for Y01.2 . EN 10 204 Type 2. Other “higher” grades from the referred standards are acceptable as substitutes.Y01 GRADE S235JRG2 S235JRH S235JRH Rev. ref. For steel grade S235JRG2 the steel shall comply with type “FN”. These grades shall not be used for thicknesses above 25 mm. STEEL GRADE QUALIFICATION HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. The grades listed represent the minimum requirements for Y02. EN 10 204 Type 2.Y02 GRADE S275JR S275J0H S275J0H Rev. Other “higher” grades from the referred standards are acceptable as substitutes. PRODUCT Plates and sections Hot finished tubulars Cold formed tubulars SCOPE MDS . 3 STANDARD EN 10025 EN 10210 EN 10219 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel.2 . . PRODUCT Plates and sections Hot finished tubulars Cold formed tubulars SCOPE MDS .Y04 GRADE S355J0 S355J0H S355J2H Rev. EN 10 204 Type 2. 1 STANDARD EN 10025 EN 10210 EN 10219 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. These grades shall not be used for thicknesses above 25 mm. STEEL GRADE QUALIFICATION HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. For EN 10219 S355J2H Type 3. The grades listed represent the minimum requirements for Y04.2.1B.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel. Other “higher” grades from the referred standards are acceptable as substitutes. NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel. The thickness is limited to 50 mm. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE EN 10 204 Type 3. S max 0. P max 0. For S355J2G3/G4. CEV Max 0. 2 STANDARD EN 10025 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. flat and long products.1B.025 % . PRODUCT Plates EN 10113 EN 10025 Sections EN 10113 SCOPE MDS .Y05 GRADE S355J2G3 S355K2G3 S355N/M S355J2G3/G4 S355K2G3/G4 S355N/M Rev.43 %.025 %. energy requirement is 40 J EN 10025: Option 5. min. The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. The thickness is limited to 40 mm.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel.1B. .Y06 GRADE S355G1+N Rev. The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE EN 10 204 Type 3. PRODUCT Hot finished tubulars seamless or welded SCOPE MDS . 2 STANDARD EN 10 225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1.1B. 2 STANDARD EN 10 210-1 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE EN 10 204 Type 3.Y07 GRADE S355NH Rev.4. Option 1. CEV max 0.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel. PRODUCT Hot finished tubulars seamless or welded SCOPE MDS . The thickness is limited to 40 mm.43 for all thicknesses . NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel. P max 0. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE EN 10 204 Type 3.4. S max 0. The thickness is limited to 25 mm. The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1.1B. PRODUCT Cold formed tubulars SCOPE MDS . 2 STANDARD EN 10 219-1 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard.Y08 GRADE S355MLH Rev.025 . Option 1.015. MDS .1B. PRODUCT STANDARD Plates. . The thickness is limited to 50 mm. sections EN 10113 SCOPE QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE EN 10 204 Type 3.Y15 GRADE S420NL S420ML Rev. 2 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel. 1B The surface of the material shall comply to Rustgrade A or B or better according to ISO 8501-1. P max 0. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION MARKING CERTIFICATE EN 10 204 Type 3.Y16 GRADE S420MLH Rev. 2 STANDARD EN 10 219-1 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard.39 The Charpy V-value to be min 50 J . Option 1. S max 0.025.4.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel. The thickness is limited to 16 mm. PRODUCT Cold formed tubulars SCOPE MDS .015. CEV max 0. and min 0.1B . CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria.Y20 GRADE S355G10+N/G10+M Rev. EN 10 204 Type 3. In such cases the thickest material in the range shall be tested. shall be submitted with the bid/ be established prior to delivery. Option 6 Option 13 CERTIFICATE All surfaces shall receive a preliminary protective primer coat. 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Base material information. CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of min. option 12). Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t ≤ 40mm 40<t ≤ 63mm 63<t ≤ 100mm 100<t ≤ 150mm Other thickness ranges related to same chemistry and manufacturing process may apply.25 mm in as welded condition. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.20 in PWHT condition unless lower values have been accepted by the purchaser. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Quenched and Tempered is also accepted. The results from PWHT condition shall also meet the specified requirements. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. 0.NORSOK Standard MATERIAL DATA SHEET PRODUCT Plates SCOPE QUALIFICATIONS MDS . The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. 1 All surfaces shall receive a preliminary protective primer coat. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 21. Class 2. Weldability tests shall be documented according to Annex E.25 mm in as welded condition unless lower values have been accepted by the purchaser. The documentation of base material shall include typical tensile test results and Charpy V results at various thicknesses and for Charpy V also various temperatures. EN 10 204 Type 3. 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Base material information. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.NORSOK Standard MATERIAL DATA SHEET PRODUCT Rolled Sections SCOPE MDS .1B Option 13 CERTIFICATE .Y21 GRADE S355G12+N/G12+M Rev. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. option 18. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. 0. shall be submitted with the bid/ be established prior to delivery. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 The chemical composition in Table 10 shall be modified as follows: Cmax : 0.25 mm in as welded condition unless lower values have been accepted by the purchaser. 0. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns.Y22 Rev. The documentation of base material shall include typical tensile test results and Charpy V results at various thicknesses and for Charpy V also various temperatures.16% (option 7) TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 22. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. EN 10 204 Type 3. shall be submitted with the bid/ be established prior to delivery. Weldability tests shall be documented according to Annex E.1B Option 13 CERTIFICATE . Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.NORSOK Standard MATERIAL DATA SHEET PRODUCT STANDARD GRADE MDS . Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. All surfaces shall receive a preliminary protective primer coat. option 18. 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties Seamless tubulars EN 10225 (Seamless hollow sections) SCOPE S355G15+Q/G15+N This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Base material information. The results from PWHT condition shall also meet the specified requirements.1B . Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns.Y25 GRADE S355G9+N/G9+M Rev. typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t ≤ 40mm 40<t ≤ 63mm 63<t ≤ 100mm 100<t ≤ 150mm Other thickness ranges related to same chemistry and manufacturing process may apply.25 mm in as welded condition. CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of min. Option 6.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Plates SCOPE QUALIFICATIONS MDS . HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION CERTIFICATE All surfaces shall receive a preliminary protective primer coat. and min 0. 4 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. Quenched and Tempered is also accepted. shall be submitted with the bid/ be established prior to delivery. Base material information. 0. In such cases the thickest material in the range shall be tested.20 in PWHT condition unless lower values have been accepted by the purchaser. EN 10 204 Type 3. CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. option 12). QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION CERTIFICATE All surfaces shall receive a preliminary protective primer coat. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. 4 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The documentation of base material shall include typical tensile test results and Charpy V results at various thicknesses and for Charpy V also various temperatures. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.Y26 GRADE S355G11+N/G11+M Rev.25 mm in as welded condition unless lower values have been accepted by the purchaser.1B . Weldability tests shall be documented according to Annex E. 0. EN 10 204 Type 3. Base material information. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. option 18. shall be submitted with the bid/ be established prior to delivery.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Rolled Sections SCOPE MDS . EN 10 204 Type 3. Base material information. The documentation of base material shall include typical tensile test results and Charpy V results at various thicknesses and for Charpy V also various temperatures. 3 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. 0. QUALIFICATIONS HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 6 The chemical composition in Table 10 shall be modified as follows: C max 0. Weldability tests shall be documented according to Annex E. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.25 mm in as welded condition unless lower values have been accepted by the purchaser.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Seamless tubulars (Seamless hollow sections) SCOPE MDS . option 18. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min.Y27 GRADE S355G14+Q/G14+N Rev. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. shall be submitted with the bid/ be established prior to delivery.1B . Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.16% (option 7) CERTIFICATE All surfaces shall receive a preliminary protective primer coat. With regard to charpy impact testing the following modifications to M-101 shall apply: .Thickness less than 10 mm: EN 10246-3/E4 or EN 10246-8/U4 All surfaces shall receive a preliminary protective primer coat.Minimum individual energy value: 26 J Qualified thickness range shall be in accordance with EN 288-3. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns.5. shall be submitted with the bid/ be established prior to delivery. modified as follows: .3 of the standard.Table 5 Base material information.Thickness equal to and above 10 mm: EN 10246-8/U4 . Establishment of WPS. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.3. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. qualification of welding procedures and qualification of welding operators shall be in accordance with the NORSOK standard M-101. with typical results from chemical composition and mechanical testing. "Structural Steel Fabrication". FL+2 mm.Test temperature: -40ºC .NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Welded tubulars (Welded hollow sections) SCOPE MDS . This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. EN 10 204 Type 3. 2 STANDARD EN 10225 QUALIFICATIONS This MDS is applicable for high frequency electric resistance welded hollow sections up to and including 20 mm thick.1B CERTIFICATE .Minimum average energy value: 36 J . FL+5 mm .Y28 GRADE S355G13+N Rev.Notch positions: Fusion Line (FL). HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION In accordance with section 8. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. The results from PWHT condition shall also meet the specified requirements. CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of min. shall be submitted with the bid/ be established prior to delivery.NORSOK Standard MATERIAL DATA SHEET PRODUCT Plates SCOPE QUALIFICATIONS MDS .) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) Option 13 CERTIFICATE All surfaces shall receive a preliminary protective primer coat. typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t ≤ 40mm 40<t ≤ 63mm 63<t ≤ 100mm 100<t ≤ 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. and min 0. option 12). 0. 4 TYPE OF MATERIAL: Structural Steel.1B .25 mm in as welded condition.Y30 GRADE S420G2+Q/G2+M Rev.20 in PWHT condition unless lower values have been accepted by the purchaser. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION SURFACE PROTECTION Option 6 and 9 Mechanical properties given in Table 5b shall be modified as follows: Yield Strength (min. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria. Base material information. In such cases the thickest material in the range shall be tested. with documented through thickness properties STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. EN 10 204 Type 3. The documentation of base material shall include typical tensile test results and Charpy V results at various thicknesses and for Charpy V also various temperatures. Class 2. Weldability tests shall be documented according to Annex E. 0.25 mm in as welded condition unless lower values have been accepted by the purchaser. option 18.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) Option 21. EN 10 204 Type 3. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. Base material information. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 13 Mechanical properties given in Table 7 shall be modified as follows: Yield Strength (min. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Quenched and Tempered and Normalised may also be accepted. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.NORSOK Standard MATERIAL DATA SHEET PRODUCT Rolled Sections SCOPE QUALIFICATIONS MDS . shall be submitted with the bid/ be established prior to delivery.1B CERTIFICATE .Y31 GRADE S420G4+M Rev.1 All surfaces shall receive a preliminary protective primer coat. Base material information. EN 10 204 Type 3. Normalised may also be accepted. Weldability tests shall be documented according to Annex E. The documentation of base material shall include typical tensile test results and Charpy V results at various thicknesses and for Charpy V also various temperatures.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) Option 13 Option 22 All surfaces shall receive a preliminary protective primer coat. 0.NORSOK Standard MATERIAL DATA SHEET PRODUCT STANDARD GRADE MDS . HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Mechanical properties given in Table 11 shall be modified as follows: Yield Strength (min.25 mm in as welded condition unless lower values have been accepted by the purchaser. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.Y32 Rev. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties Seamless tubulars EN 10225 (Seamless hollow sections) SCOPE QUALIFICATIONS S420G6+Q(mod) This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. option 18.1B CERTIFICATE . shall be submitted with the bid/ be established prior to delivery. 20 in PWHT condition unless lower values have been accepted by the purchaser. EN 10 204 Type 3. In such cases the thickest material in the range shall be tested. Base material information. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. and min 0. typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t ≤ 40mm 40<t ≤ 63mm 63<t ≤ 100mm 100<t ≤ 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of min. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) CERTIFICATE All surfaces shall receive a preliminary protective primer coat. option 12). HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 6 and 9 Mechanical properties given in Table 5b shall be modified as follows: Yield Strength (min. CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria. 0. 3 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The results from PWHT condition shall also meet the specified requirements.1B .NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Plates SCOPE QUALIFICATIONS MDS . The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns.25 mm in as welded condition. shall be submitted with the bid/ be established prior to delivery.Y35 GRADE S420G1+Q/G1+M Rev. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.25 mm in as welded condition unless lower values have been accepted by the purchaser.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Rolled Sections SCOPE QUALIFICATIONS MDS . Base material information.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) CERTIFICATE All surfaces shall receive a preliminary protective primer coat. Weldability tests shall be documented according to Annex E. 0.Y36 GRADE S420G3+M Rev. option 18. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. The documentation of base material shall include typical tensile test results and Charpy V results at various thicknesses and for Charpy V also various temperatures. EN 10 204 Type 3.1B . 4 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. Quenched and Tempered and Normalised may also be accepted HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Mechanical properties given in Table 7 shall be modified as follows: Yield Strength (min. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. shall be submitted with the bid/ be established prior to delivery. 25 mm in as welded condition unless lower values have been accepted by the purchaser. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. Normalised may also be accepted. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.) : 420 MPa (all thicknesses) Tensile Strength : 500-660 MPa (all thicknesses) CERTIFICATE All surfaces shall receive a preliminary protective primer coat. 0. Base material information. EN 10 204 Type 3. The documentation of base material shall include typical tensile test results and Charpy V results at various thicknesses and for Charpy V also various temperatures.1B . Weldability tests shall be documented according to Annex E. 4 Seamless tubulars EN 10225 (Seamless hollow sections) SCOPE QUALIFICATIONS This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE S420G6+Q MDS . HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE¤ CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Mechanical properties given in Table 11 shall be modified as follows: Yield Strength (min. option 18. shall be submitted with the bid/ be established prior to delivery.Y37 Rev. and min 0. EN 10 204 Type 3.1B .25 mm in as welded condition. option 12). 4 TYPE OF MATERIAL: Structural Steel. shall be submitted with the bid/ be established prior to delivery. In such cases the thickest material in the range shall be tested. 0. CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of min.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) Option 13 CERTIFICATE All surfaces shall receive a preliminary protective primer coat. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.20 in PWHT condition unless lower values have been accepted by the purchaser. Base material information. with documented through thickness properties STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t ≤ 40mm 40<t ≤ 63mm 63<t ≤ 100mm 100<t ≤ 150mm Other thickness ranges related to same chemistry and manufacturing process may apply.Y40 GRADE S460G2+Q/G2+M Rev. The results from PWHT condition shall also meet the specified requirements. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 6 and 9 Mechanical properties given in Table 5C shall be modified as follows: Yield Strength (min. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria.NORSOK Standard MATERIAL DATA SHEET PRODUCT Plates SCOPE QUALIFICATIONS MDS . Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 13 Mechanical properties given in Table 7 shall be modified as follows: Yield Strength (min.NORSOK Standard MATERIAL DATA SHEET PRODUCT Rolled Sections SCOPE QUALIFICATIONS MDS . 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Class 2. Base material information. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns.2 All surfaces shall receive a preliminary protective primer coat. EN 10 204 Type 3.1B CERTIFICATE . shall be submitted with the bid/ be established prior to delivery.25 mm in as welded condition unless lower values have been accepted by the purchaser. The documentation of base material shall include typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. 0.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) Option 21. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.Y41 GRADE S460G4+M Rev. Quenched and Tempered may also be accepted. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. The documentation of base material shall include typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) CERTIFICATE . shall be submitted with the bid/ be established prior to delivery. EN 10 204 Type 3. 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties Seamless tubulars EN 10225 (Seamless hollow sections) SCOPE QUALIFICATIONS S460G6+Q(mod) This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 22 All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. 0.Y42 Rev. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns.NORSOK Standard MATERIAL DATA SHEET PRODUCT STANDARD GRADE MDS . Base material information.25 mm in as welded condition unless lower values have been accepted by the purchaser.1B Option 13 Mechanical properties given in Table 11 shall be modified as follows: Yield Strength (min. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t ≤ 40mm 40<t ≤ 63mm 63<t ≤ 100mm 100<t ≤ 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of min. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. EN 10 204 Type 3.700 MPa (all thicknesses) CERTIFICATE All surfaces shall receive a preliminary protective primer coat.) : 460 MPa (all thicknesses) Tensile Strength : 550 . Base material information. In such cases the thickest material in the range shall be tested. TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Mechanical properties given in Table 5C shall be modified as follows: Yield Strength (min. shall be submitted with the bid/ be established prior to delivery.1B .25 mm in as welded condition. 0.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Plates SCOPE QUALIFICATIONS MDS .20 in PWHT condition unless lower values have been accepted by the purchaser. CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. and min 0. The results from PWHT condition shall also meet the specified requirements. 4 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9. option 12).Y45 GRADE S460G1+Q/G1+M Rev. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.1B . 0. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. shall be submitted with the bid/ be established prior to delivery. Base material information.) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) CERTIFICATE All surfaces shall receive a preliminary protective primer coat.Y46 GRADE S460G3+M Rev. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Rolled Sections SCOPE QUALIFICATIONS MDS . CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min.25 mm in as welded condition unless lower values have been accepted by the purchaser. Quenched and Tempered may also be accepted HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Mechanical properties given in Table 7 shall be modified as follows: Yield Strength (min. The documentation of base material shall include typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. EN 10 204 Type 3. 4 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. ) : 460 MPa (all thicknesses) Tensile Strength : 550-700 MPa (all thicknesses) CERTIFICATE All surfaces shall receive a preliminary protective primer coat.1B . Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Seamless tubulars (Seamless hollow sections) SCOPE QUALIFICATIONS MDS . 4 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. EN 10 204 Type 3.25 mm in as welded condition unless lower values have been accepted by the purchaser. The documentation of base material shall include typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order.Y47 GRADE S460G6+Q Rev. shall be submitted with the bid/ be established prior to delivery. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 6 Mechanical properties shall be modified as follows: Yield Strength (min. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. Base material information. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. 0. In such cases the thickest material in the range shall be tested. and min 0. CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of min.600 MPa (thicknesses ≤75 mm) Tensile Strength : 600 .) : 500 . HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING Option 6 and 9.50% Other limits may be accepted after special agreement Mechanical properties given in Table 5c for Grade S460G2+Q/S460G2+M shall be modified as follows: Yield Strength (min. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.1B Note. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. 0. The results from PWHT condition shall also meet the specified requirements.20 in PWHT condition unless lower values have been accepted by the purchaser.Y50 GRADE S500G2+Q/G2+M1) Rev. EN 10 204 Type 3. 0. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t ≤ 40mm 40<t ≤ 63mm 63<t ≤ 100mm 100<t ≤ 150mm Other thickness ranges related to same chemistry and manufacturing process may apply. . option 12). CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria. This steel grade is not included in EN 10225. 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard.25 mm in as welded condition. shall be submitted with the bid/ be established prior to delivery. Grade S460G2+Q/G2+M shall be modified to Grade S500G2+Q/G2+M as specified by this MDS. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.NORSOK Standard MATERIAL DATA SHEET PRODUCT Plates SCOPE STEEL GRADE QUALIFICATIONS MDS .700 MPa (thicknesses ≤ 75 mm) Option 13 IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION CERTIFICATE 1) All surfaces shall receive a preliminary protective primer coat. Base material information. Ni content min. This steel grade is not included in EN 10225. 4 TYPE OF MATERIAL: Structural Steel with documented through thickness properties STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. Grade S460G4+M shall be modified to Grade S500G4+M as specified by this MDS.25 mm in as welded condition unless lower values have been accepted by the purchaser. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. 0. shall be submitted with the bid/ be established prior to delivery. option 12).NORSOK Standard MATERIAL DATA SHEET PRODUCT Rolled Sections SCOPE STEEL GRADE QUALIFICATIONS MDS . EN 10 204 Type 3. Quenched and Tempered may also be accepted HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 and 9 Other limits may be accepted after special agreement TENSILE TESTING Mechanical properties given in Table 7 for Grade S460G4+M shall be modified as follows: Yield Strength (min. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.Y51 GRADE S500G4+M1) Rev.) : 500 MPa (thicknesses ≤ 40 mm) Tensile Strength : 600-700 MPa (thicknesses ≤ 40 mm) IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 21. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns.1B Note. The documentation of base material shall include strain ageing tests (ref. Base material information. Class 2. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. .2 Option 13 CERTIFICATE 1) All surfaces shall receive a preliminary protective primer coat. 0.) : 500 MPa (thicknesses ≤ 40 mm) Tensile Strength : 600 . option 12). Grade S460G6+Q(mod) shall be modified to Grade S500G6+Q(mod) as specified by this MDS.Y52 Rev. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order. .25 mm in as welded condition unless lower values have been accepted by the purchaser. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. Base material information. with documented through thickness properties Seamless tubulars EN 10225 (Seamless hollow sections) SCOPE STEEL GRADE QUALIFICATIONS S500G6+Q(mod)1) This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. This steel grade is not included in EN 10225. 4 TYPE OF MATERIAL: Structural Steel.1B CERTIFICATE 1) Note. EN 10 204 Type 3. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING Option 6 Other limits may be accepted after special agreement Mechanical properties given in Table 11 for Grade S460G6+Q shall be modified as follows: Yield Strength (min. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.NORSOK Standard MATERIAL DATA SHEET PRODUCT STANDARD GRADE MDS . The documentation of base material shall include strain ageing tests (ref. shall be submitted with the bid/ be established prior to delivery.700 MPa (thicknesses ≤ 40 mm) Option 13 IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION Option 22 All surfaces shall receive a preliminary protective primer coat. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. In such cases the thickest material in the range shall be tested. . The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns.1B Note.700 MPa (t ≤ 75 mm) IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION CERTIFICATE 1) All surfaces shall receive a preliminary protective primer coat. typical tensile test results for plates and weldability tests according to Annex E (option 18) within each of the following thickness ranges that are relevant for the order: 25<t ≤ 40mm 40<t ≤ 63mm 63<t ≤ 100mm 100<t ≤ 150mm Other thickness ranges related to same chemistry and manufacturing process may apply.50%. The documentation of base material shall cover both delivered and PWHT condition and shall include strain ageing tests (ref. and min 0. EN 10 204 Type 3.20 in PWHT condition unless lower values have been accepted by the purchaser.Y55 GRADE S500G1+Q/G1+M1) Rev. option 12). 0. This steel grade is not included in EN 10225.600 MPa (t ≤ 75 mm) Tensile Strength : 600 . Base material information. CTOD testing shall be included for weldability testing for t > 40 mm and shall meet a requirement of min. CTOD testing for thicknesses below 40 mm may be required on the basis of special design criteria. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING Option 6 and 9.) : 500 . shall be submitted with the bid/ be established prior to delivery. Other limits may be accepted after special agreement Mechanical properties given in Table 5c for Grade S460G1+Q/S460G1+M shall be modified as follows: Yield Strength (min. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. The results from PWHT condition shall also meet the specified requirements. Ni content min. Grade S460G1+Q/G1+M shall be modified to Grade S500G1+Q/G1+M as specified by this MDS. 0.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Plates SCOPE STEEL GRADE QUALIFICATIONS MDS .25 mm in as welded condition. 4 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. 1B Note. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. 0.Y56 GRADE S500G3+M Rev. shall be submitted with the bid/ be established prior to delivery. Base material information. 4 STANDARD EN 10225 This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer.25 mm in as welded condition unless lower values have been accepted by the purchaser. EN 10 204 Type 3. typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order.) : 500 MPa (thicknesses ≤ 40 mm) Tensile Strength : 600 . The documentation of base material shall include strain ageing tests (ref.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT Rolled Sections SCOPE STEEL GRADE QUALIFICATIONS MDS .700 MPa (thicknesses ≤ 40 mm) HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION TENSILE TESTING IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION CERTIFICATE 1) All surfaces shall receive a preliminary protective primer coat. . Grade S460G3+M shall be modified to Grade S500G3+M as specified by this MDS. Quenched and Tempered may also be accepted Option 6 and 9 Other limits may be accepted after special agreement Mechanical properties given in Table 7 for Grade S460G3+M shall be modified as follows: Yield Strength (min. option 12). The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. This steel grade is not included in EN 10225. shall be submitted with the bid/ be established prior to delivery. The documentation of base material shall include strain ageing tests (ref. This steel grade is not included in EN 10225. 4 Seamless tubulars EN 10225 (Seamless hollow sections) SCOPE STEEL GRADE QUALIFICATIONS This MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. CTOD testing shall be included for weldability testing for thickness above 40 mm and shall meet a requirement of min. Grade S460G6+Q shall be modified to Grade S500G6+Q as specified by this MDS. Blast cleaning shall comply with ISO 8501-1 Sa 2½ and the surface shall remain at Sa 2½ until application of the primer. HEAT TREATMENT/ DELIVERY CONDITION CHEMICAL COMPOSITION Option 6 Other limits may be accepted after special agreement TENSILE TESTING Mechanical properties given in Table 11 for Grade S460G6+Q shall be modified as follows: Yield Strength (min. Measured on a plane polished steel or glass test plate the DFT shall be maximum 25 microns. EN 10 204 Type 3.25 mm in as welded condition unless lower values have been accepted by the purchaser.NORSOK Standard MATERIAL DATA SHEET TYPE OF MATERIAL: Structural Steel PRODUCT STANDARD GRADE S500G6+Q1) MDS . 0. The primer shall consist of 1 coat zinc ethyl silicate primer with 15 microns. . option 12). Base material information.) : 500 MPa (thicknesses ≤ 40 mm) Tensile Strength : 600 .1B Note.Y57 Rev. typical tensile test results and weldability tests according to Annex E (option 18) for sections with thickness approximately 20 mm or the greatest thickness required in the purchase order.700 MPa (thicknesses ≤ 40 mm) IMPACT TESTING EXTENT OF TESTING SURFACE CONDITION NON DESTRUCTIVE TESTING (NDT) SURFACE PROTECTION CERTIFICATE 1) All surfaces shall receive a preliminary protective primer coat.