M/120 - CPD: Structural metallic prod.

This document specifies the technical delivery conditions for flat and long products as well as semi-finished products which are meant for further processing to flat and long products of hot rolled non-alloy quality steels in the grades and qualities given in Tables 1 to 5 (chemical composition) and Tables 6 to 8 (mechanical properties) in the usual delivery conditions as given in 6.3. Three engineering steels are also specified in this document (see Tables 2 and 4) (chemical composition) and Table 7 (mechanical properties). This document does not apply to structural hollow sections (see EN 10210 1 and EN 10219 1) and tubes.
The technical delivery conditions apply to:
-   thicknesses ≥ 3 mm and ≤ 150 mm for long products of steel grade S460JR, J0, J2, K2 and S500J0;
-   thicknesses ≤ 400 mm for flat products of qualities JR, J0, J2 and K2;
-   thicknesses ≤ 250 mm for flat and long products of all other grades and qualities.
The steels specified in this document are not intended to be heat treated except products delivered in the delivery condition +N. Stress relieving is accepted. Products delivered in +N condition can be hot formed and/or normalized after delivery (see Clause 3).
This document foresees that semi-finished products which are to be converted to rolled finished products conforming to this document are the subject of special agreements at the time of the order. The chemical compositions are also agreed to at the time of the order; the values are within the limits of Tables 1 and 2.
For certain grades and product forms suitability for particular applications are specified at the time of the order (see 7.4.2, 7.4.3 and Table 9).

This European Standard specifies requirements for the execution of aluminium structural components and structures made from:
a)   rolled sheet, strip and plate;
b)   extrusions;
c)   cold drawn rod, bar and tube;
d)   forgings;
e)   castings.
NOTE 1   The execution of structural components is referred to as manufacturing, in accordance with EN 1090-1.
This European Standard specifies requirements independent of the type and shape of the aluminium structure, and this European Standard is applicable to structures under predominantly static loads as well as structures subject to fatigue. It specifies requirements related to the execution classes that are linked with consequence classes.
NOTE 2   Consequence classes are defined in EN 1990.
NOTE 3   Recommendations for selection of execution class in relation to consequence class are given in EN 1999-1-1.
This European Standard covers components made of constituent products with thickness not less than 0,6 mm for welded components not less than 1,5 mm.
For components made from cold formed profiled sheeting that are within the scope of FprEN 1090-5, the requirements of FprEN 1090-5 take precedence over corresponding requirements in this European Standard.
This European Standard applies to structures designed according to the relevant parts of EN 1999. If this European Standard is used for structures designed according to other design rules or used for other alloys and tempers not covered by EN 1999, a judgement of the reliability elements in these design rules should be made.
This European Standard specifies requirements for surface preparation prior to application of a protective treatment, and gives guidelines for application for such treatment in an informative annex.
This European Standard gives options for specifying requirements to match project specific requirements.
This European Standard is also applicable to temporary aluminium structures.

This document specifies requirements for the execution of aluminium structural components and structures made from:
a)   rolled sheet, strip and plate;
b)   extrusions;
c)   cold drawn rod, bar and tube;
d)   forgings;
e)   castings.
NOTE 1   The execution of structural components is referred to as manufacturing, in accordance with EN 1090-1.
This document specifies requirements independent of the type and shape of the aluminium structure, and this document is applicable to structures under predominantly static loads as well as structures subject to fatigue. It specifies requirements related to the execution classes that are linked with consequence classes.
NOTE 2   Consequence classes are defined in EN 1990.
NOTE 3   Recommendations for selection of execution class in relation to consequence class are given in EN 1999-1-1.
This document covers components made of constituent products with thickness not less than 0,6 mm for welded components not less than 1,5 mm.
For components made from cold formed profiled sheeting that are within the scope of EN 1090-5, the requirements of EN 1090-5 take precedence over corresponding requirements in this document.
This document applies to structures designed according to the relevant parts of EN 1999. If this document is used for structures designed according to other design rules or used for other alloys and tempers not covered by EN 1999, a judgement of the reliability elements in these design rules is intended to be made.
This document specifies requirements for surface preparation prior to application of a protective treatment, and gives guidelines for application for such treatment in an informative annex.
This document gives options for specifying requirements to match project specific requirements.
This document is also applicable to temporary aluminium structures.

This European Standard specifies requirements for execution of structural steelwork as structures or as manufactured components, produced from hot rolled, structural steel products up to and including grade S690; cold formed components and sheeting up to and including grades S700; hot finished and cold formed austenitic, austenitic-ferritic and ferritic stainless steel products; hot finished and cold formed structural hollow sections, including standard range and custom-made rolled products and hollow sections manufactured by welding.

This European Standard specifies requirements for execution of structural steelwork as structures or as manufactured components, produced from:
-   hot rolled, structural steel products up to and including grade S700;
-   cold formed components and sheeting up to and including grade S700 (unless coming within the scope of prEN 1090-4);
-   hot finished or cold formed austenitic, austenitic-ferritic and ferritic stainless steel products;
-   hot finished or cold formed structural hollow sections, including standard range and custom-made rolled products and hollow sections manufactured by welding.
For components produced from cold formed components, and cold formed structural hollow sections that are within the scope of prEN 1090-4, the requirements of prEN 1090-4 take precedence over corresponding requirements in this European Standard.
This European Standard can also be used for structural steel grades up to and including S960, provided that conditions for execution are verified against reliability criteria and any necessary additional requirements are specified.
This European Standard specifies requirements, which are mostly independent of the type and shape of the steel structure (e.g. buildings, bridges, plated or latticed components) including structures subjected to fatigue or seismic actions. Certain requirements are differentiated in terms of execution classes.
This European Standard applies to structures designed according to the relevant part of the EN 1993 series. Sheet piling, displacement piles and micropiles designed to EN 1993-5 are intended to be executed in accordance with respectively EN 12063, EN 12699 and EN 14199. This European Standard only applies to the execution of waling, bracing, and connections.
This European Standard applies to steel components in composite steel and concrete structures designed according to the relevant part of the EN 1994 series.
This European Standard can be used for structures designed according to other design rules provided that conditions for execution comply with them and any necessary additional requirements are specified.
This European Standard includes the requirements for the welding of reinforcing steels to structural steels. This European Standard does not include requirements for the use of reinforcing steels for reinforced concrete applications.

This document specifies technical delivery conditions for filler materials and fluxes for fusion welding.
This document does not apply to other auxiliary materials such as shielding gases.

This European Standard specifies product characteristics and related test/assessment methods for filler materials (welding consumables as defined in ISO/TR 25901) and fluxes.
This standard does not cover shielding gases and ceramic backings (as defined in ISO/TR 25901).

ISO 544:2017 specifies technical delivery conditions for filler materials and fluxes for fusion welding.
ISO 544:2017 does not apply to other auxiliary materials such as shielding gases.

This European Standard specifies product characteristics and related test/assessment methods for filler materials (welding consumables as defined in ISO/TR 25901-1) and fluxes to be used for fusion welding of metallic structures or composite metals and concrete structures in construction works.
This European Standard does not cover shielding gases and ceramic backings (as defined in ISO/TR 25901-1).

This part of this European Standard specifies the general requirements for bolting assemblies for non-preloaded structural bolting. Bolting assemblies in accordance with this European Standard are designed to be used in structural bolting connections for shear and/or tensile loading.
The intended use of bolting assemblies in accordance with this European standard is structural metallic works.
It applies to bolts (the term used when bolts partially threaded, screws, studs and stud-bolts are considered all together) and nuts made of carbon steel, alloy steel, stainless steel or aluminium or aluminium alloy with the following property classes:
-   bolts made of carbon steel and alloy steel: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9 (in accordance with EN ISO 898 1);
-   nuts made of carbon steel and alloy steel: 5, 6, 8, 10, 12 (in accordance with EN ISO 898 2);
-   bolts made of austenitic stainless steel: 50, 70, 80 (in accordance with EN ISO 3506 1);
-   nuts made of austenitic stainless steel: 50, 70, 80 (in accordance with EN ISO 3506 2);
-   bolts made of aluminium or aluminium alloy: AL1 to AL6 (in accordance with EN 28839);
-   nuts made of aluminium or aluminium alloy: AL1 to AL6 (in accordance with EN 28839).
This European Standard applies to bolting assemblies with ISO metric coarse pitch thread from sizes M12 to M39 for use in steel structures according to EN 1090 2, and from M5 to M39 for use in aluminium or aluminium alloy structures according to EN 1090 3. The use of thread sizes larger than M39 is not precluded provided all applicable requirements of this standard are met.
WARNING — Only bolting assemblies are covered by this harmonized standard: separate bolts or nuts, not tested as part of an assembly lot of bolting assemblies in accordance with EN 15048 2, are not covered by this harmonized standard and cannot be CE marked.
NOTE 1   The property classes 4.8, 5.8 and 6.8 may be subjected to limitations of use.
NOTE 2   High-strength structural bolting assemblies for preloading which meet the requirements of EN 14399–1 are not within the scope of this European Standard but they are also suitable for use in non-preloaded structural bolting.
NOTE 3   Bolts and nuts made of aluminium or aluminium alloys are not designed to be used in steel structures, see EN 1090–2.
Bolting assemblies in accordance with this European Standard are not designed to be welded.
Railway rail fasteners are not covered by this European Standard.

This European Standard specifies the technical requirements for structural bolting assemblies in order to ensure the suitability for non-preloaded bolted connections in steel structures or aluminium structures.
A suitability test is specified to check the behaviour of the structural bolting assemblies.
It applies to bolting assemblies specified in FprEN 15048 1.

This part of this European Standard specifies the general requirements for bolting assemblies for non-preloaded structural bolting. Bolting assemblies in accordance with this European Standard are designed to be used in structural bolting connections for shear and/or tensile loading.
The intended use of bolting assemblies in accordance with this European standard is structural metallic works.
It applies to bolts (the term used when bolts partially threaded, screws, studs and stud-bolts are considered all together) and nuts made of carbon steel, alloy steel, stainless steel or aluminium or aluminium alloy with the following property classes:
-   bolts made of carbon steel and alloy steel: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9 (in accordance with EN ISO 898 1);
-   nuts made of carbon steel and alloy steel: 5, 6, 8, 10, 12 (in accordance with EN ISO 898 2);
-   bolts made of austenitic stainless steel: 50, 70, 80 (in accordance with EN ISO 3506 1);
-   nuts made of austenitic stainless steel: 50, 70, 80 (in accordance with EN ISO 3506 2);
-   bolts made of aluminium or aluminium alloy: AL1 to AL6 (in accordance with EN 28839);
-   nuts made of aluminium or aluminium alloy: AL1 to AL6 (in accordance with EN 28839).
This European Standard applies to bolting assemblies with ISO metric coarse pitch thread from sizes M12 to M39 for use in steel structures according to EN 1090 2, and from M5 to M39 for use in aluminium or aluminium alloy structures according to EN 1090 3. The use of thread sizes larger than M39 is not precluded provided all applicable requirements of this standard are met.
WARNING — Only bolting assemblies are covered by this harmonized standard: separate bolts or nuts, not tested as part of an assembly lot of bolting assemblies in accordance with EN 15048 2, are not covered by this harmonized standard and cannot be CE marked.
NOTE 1   The property classes 4.8, 5.8 and 6.8 may be subjected to limitations of use.
NOTE 2   High-strength structural bolting assemblies for preloading which meet the requirements of EN 14399–1 are not within the scope of this European Standard but they are also suitable for use in non-preloaded structural bolting.
NOTE 3   Bolts and nuts made of aluminium or aluminium alloys are not designed to be used in steel structures, see EN 1090–2.
Bolting assemblies in accordance with this European Standard are not designed to be welded.
Railway rail fasteners are not covered by this European Standard.

This European Standard specifies the technical requirements for structural bolting assemblies in order to ensure the suitability for non-preloaded bolted connections in steel structures or aluminium structures.
A suitability test is specified to check the behaviour of the structural bolting assemblies.
It applies to bolting assemblies specified in FprEN 15048-1.

This International Standard specifies requirements for classification of nonconsumable tungsten
electrodes for inert gas shielded arc welding, and for plasma welding, cutting and thermal spraying.
Information on conditions of use of these electrodes is given in Annex A (informative).

ISO 6848:2015 specifies requirements for classification of nonconsumable tungsten electrodes for inert gas shielded arc welding, and for plasma welding, cutting and thermal spraying.
Information on conditions of use of these electrodes is given in Annex A (informative).

This European standard specifies the general requirements for bolt/nut/washer(s) assemblies for high-strength structural bolting, which are suitable for preloading.
High-strength structural bolting assemblies smaller than M12 are not designed to be preloaded.
High-strength structural bolting assemblies are not designed to be welded.
High-strength structural bolting assemblies used as railway rail fasteners are not covered by this standard.
The intended use of bolting assemblies in accordance with this European standard is structural metallic works.
NOTE 1   High-strength structural bolting assemblies in accordance with EN 14399-2 to EN 14399-10 are designed to fulfil the requirements of this standard.
NOTE 2   High-strength structural bolting assemblies are suitable for preloading in accordance with EN 1090-2 in steel structures.

This European Standard specifies the general requirements for bolt/nut/washer(s) assemblies for high-strength structural bolting, which are suitable for preloading.
The intended use of bolting assemblies in accordance with this European Standard is structural metallic works.
NOTE 1   High-strength structural bolting assemblies in accordance with EN 14399-2 to EN 14399-10 are designed to fulfil the requirements of this European Standard.
NOTE 2   High-strength structural bolting assemblies are suitable for preloading in accordance with EN 1090-2 in steel structures.
High-strength structural bolting assemblies smaller than M12 are not designed to be preloaded.
High-strength structural bolting assemblies are not designed to be welded.
Railway rail fasteners are not covered by this standard.

This European Standard specifies requirements for conformity assessment of performance characteristics for structural steel and aluminium components as well as for kits placed on the market as construction products. The conformity assessment covers the manufacturing characteristics, and where appropriate the structural design characteristics. This European Standard covers also the conformity assessment of steel components used in composite steel and concrete structures.
The components can be used directly or in construction works or as structural components in the form of kits. This European Standard applies to series and non-series structural components including kits. The components can be made of hot rolled or cold formed constituent products or constituent products produced with other technologies. They may be produced of sections/profiles with various shapes, flat products (plates, sheet, strip), bars, castings, forgings made of steel and aluminium materials, unprotected or protected against corrosion by coating or other surface treatment, e.g. anodising of aluminium. This European Standard covers structural cold formed members and sheeting as defined in EN 1993-1-3 and EN 1999-1-4. This European Standard does not cover conformity assessment of components for suspended ceilings, rails or sleepers for use in railway systems. NOTE   For certain steel and aluminium components, particular specifications for performance and other requirements have been developed. The particular specifications may be issued as an EN or as Clauses within an EN. An example is given in EN 13084-7 for single wall steel chimneys and steel liners. Such particular specifications will take precedence in case of non-compliance with the requirements of this European Standard.

This European Standard specifies requirements for conformity assessment of performance characteristics for structural steel and aluminium components as well as for kits placed on the market as construction products. The conformity assessment covers the manufacturing characteristics, and where appropriate the structural design characteristics.
This European Standard covers also the conformity assessment of steel components used in composite steel and concrete structures.
The components can be used directly or in construction works or as structural components in the form of kits.
This European Standard applies to series and non-series structural components including kits.
The components can be made of hot rolled or cold formed constituent products or constituent products produced with other technologies. They may be produced of sections/profiles with various shapes, flat products (plates, sheet, strip), bars, castings, forgings made of steel and aluminium materials, unprotected or protected against corrosion by coating or other surface treatment, e.g. anodising of aluminium.
This European Standard covers structural cold formed members and sheeting as defined in EN 1993-1-3 and EN 1999-1-4.
This European Standard does not cover conformity assessment of components for suspended ceilings, rails or sleepers for use in railway systems.
NOTE   For certain steel and aluminium components, particular specifications for performance and other requirements have been developed. The particular specifications may be issued as an EN or as Clauses within an EN. An example is given in EN 13084-7 for single wall steel chimneys and steel liners. Such particular specifications will take precedence in case of non-compliance with the requirements of this European Standard.

The scope of this part of EN 10088 is to specify the technical delivery conditions for hot or cold rolled sheet/plate and strip of standard and special grades of corrosion resisting stainless steels for construction purposes in addition to the general technical delivery conditions specified in EN 10021. This European Standard does not apply to components manufactured by further processing of the product forms listed above with quality characteristics altered as a result of such further processing.

This document specifies the technical delivery requirements for
- bars (see NOTE 1);
- wide flats;
- hot-rolled strip and sheet/plate;
- forgings (see NOTE 1)
manufactured from the direct hardening non alloy steels for quenching and tempering and the direct hardening alloy steels for quenching and tempering and supplied in one of the heat treatment conditions given for the different types of products in table 1.
These steels are generally intended for the manufacture of quenched and tempered parts, but can also be used in the normalized condition.
The requirements for mechanical properties are restricted to part sizes given in tables 4 and 5.
NOTE 1   Hammer forged semi-finished products (blooms, billets, slabs etc.) and hammer forged bars are in the following covered under semi-finished products or bars and not under the term "forgings".
NOTE 2   In accordance with EN 10020, the steels covered by this standard are quality and special steels. The differences between quality and special steels are characterized by the following requirements, which are valid for special steels only:
- the minimum impact values in the quenched and tempered condition (for non alloy special steels in the case of mean percentages by mass of carbon < 0,50 % only);
- limited oxide inclusion content;
- lower maximum contents for phosphorus and sulphur.
NOTE 3   This standard does not apply for bright steel products and not for bars for cold heading and cold extrusion.
NOTE 4   This standard only applies for the manufacture of products without any further cold or hot formation and no additional heat treatment, i.e. the properties are according to the delivery condition (+N, +QT).
In addition to the specifications of this European Standard, the general technical delivery conditions given in EN 10021 are applicable unless otherwise specified.

The scope of this part of EN 10088 is to specify the technical delivery conditions for hot or cold formed bars, rods, wire, sections and bright products of standard and special grades of corrosion resisting stainless steels for construction purposes in addition to the general technical delivery conditions specified in EN 10021. This European Standard does not apply to components manufactured by further processing of the product forms listed in 1.1 with quality characteristics altered as a result of such further processing.

1.1   The scope of this part of EN 10088 is to specify the technical delivery conditions for hot or cold rolled sheet/plate and strip of standard and special grades of corrosion resisting stainless steels for construction purposes in addition to the general technical delivery conditions specified in EN 10021.
1.2   This European Standard does not apply to components manufactured by further processing of the product forms listed in 1.1 with quality characteristics altered as a result of such further processing.

1.1   The scope of this part of EN 10088 is to specify the technical delivery conditions for hot or cold formed bars, rods, wire, sections and bright products of standard and special grades of corrosion resisting stainless steels for construction purposes in addition to the general technical delivery conditions specified in EN 10021.
1.2   This European Standard does not apply to components manufactured by further processing of the product forms listed in 1.1 with quality characteristics altered as a result of such further processing.

This document specifies the technical delivery requirements for the following steel products intended for use in the construction industry:
bars (including hammer-forged bars);
wide flats;
hot-rolled strip and sheet/plate;
forgings.
They are manufactured from the direct hardening non alloy steels for quenching and tempering and the direct hardening alloy steels for quenching and tempering and supplied in one of the heat treatment conditions given for the different types of products in Table 1.
These steels are generally intended for the manufacture of quenched and tempered parts, but can also be used in the normalized condition.
The requirements for mechanical properties are restricted to part sizes given in Tables 4 and 5.
NOTE 1   In accordance with EN 10020, the steels covered by this standard are quality and special steels. The differences between quality and special steels are characterized by the following requirements, which are valid for special steels only:
   the minimum impact values in the quenched and tempered condition (for non alloy special steels in the case of mean percentages by mass of carbon < 0,50 % only);
   limited oxide inclusion content;
   lower maximum contents for phosphorus and sulphur.
NOTE 2   This standard does not apply for bright steel products.
NOTE 3   This standard only applies for the manufacture of products without any further cold or hot forming and no additional heat treatment, i.e. the properties are according to the delivery condition (+N, +QT).
In addition to the specifications of this European Standard, the general technical delivery conditions given in EN 10021 will be applicable unless otherwise specified.

TC - Correction of page 19, Table ZA.3, 1st column titled "Tasks", 2nd sub-column "Certification of FPC on the basis of", last row of the 3rd sub-column, replace "Continuous surveillance, assessment and approval of FPC" with "Certification of FPC by notified body"

2009-08-13: OD harmonized and citation flag set following request by ADC
2008-09-24 OJEC removed for Dir 89/106 following request by ADC
TC - Correction of page 19, Table ZA.3, 1st column titled "Tasks", 2nd sub-column "Certification of FPC on the basis of", last row of the 3rd sub-column, replace "Continuous surveillance, assessment and approval of FPC" with "Certification of FPC by notified body"

This European Standard applies to steel castings:
-   for structural uses for instance buildings and civil engineering works. Its uses include housing and service buildings, bridges, roads, pipe network.
In cases where castings are joined by welding by the founder, this European Standard applies.
This European Standard does not apply in cases where castings are welded:
-   to wrought products (plates, tubes, forgings...);
-   or by non founders.

This European Standard applies to steel castings:
-   for structural uses in buildings and civil engineering works. Its uses include housing and service buildings, bridges, roads, pipe network.
In cases where castings are joined by welding by the founder, this European Standard applies.
This European Standard does not apply in cases where castings are welded:
-   to wrought products (plates, tubes, forgings...);
-               or by non founders.

This document specifies the technical conditions of inspection and delivery, the mechanical properties, the tolerances on dimensions and form of rolled semi-finished aluminium alloy products intended for floor plating, e.g. in vehicle construction, shipbuilding and metallic structures with a raised pattern on one side and a smooth surface on the other side.
It applies to sheets, strips and plates from 1,2 mm up to 20 mm in thickness and up to and including 2 500 mm in width, and to sheets and plates up to 14 000 mm in length.

This document specifies the technical conditions of inspection and delivery, the mechanical properties, the tolerances on dimensions and form of rolled semi-finished aluminium alloy products intended for floor plating, e.g. in vehicle construction, shipbuilding and metallic structures with a raised pattern on one side and a smooth surface on the other side.
It applies to sheets, strips and plates from 1,2 mm up to 20 mm in thickness and up to and including 2 500 mm in width, and to sheets and plates up to 14 000 mm in length.

This document specifies the mechanical properties of wrought aluminium and aluminium alloy foil.
The chemical composition limits of these materials are specified in EN 573-3.
The designations of aluminium and aluminium alloys and the temper designations used in this standard are specified in EN 573-3 and the temper designation are defined EN 515.

This document specifies the tolerances on dimensions and form for wrought aluminium and wrought aluminium alloy finstock supplied in accordance with EN 683-1.

This document specifies the mechanical properties of wrought aluminium and wrought aluminium alloy finstock.
The chemical composition limits of these materials are specified in EN 573-3, unless otherwise agreed between supplier and purchaser.
The designations of wrought aluminium and wrought aluminium alloys and the temper designations used in this standard are specified in EN 573-3, and the temper designations are defined in EN 515.

This document specifies the requirements for special properties of wrought aluminium and wrought aluminium alloy foil and their tests. It applies to flat rolled products.
It does not apply to lacquered, painted, embossed or laminated products.
The technical conditions for inspection and delivery of foil are specified in EN 546-1.

This document specifies the tolerances on dimensions for single and double-rolled aluminium and aluminium alloy foil supplied in accordance with EN 546-1.

This document specifies the mechanical properties of wrought aluminium and aluminium alloy foil.
The chemical composition limits of these materials are specified in EN 573-3.
The designations of aluminium and aluminium alloys and the temper designations used in this standard are specified in EN 573-3 and the temper designation are defined EN 515.

This document specifies the tolerances on dimensions for single and double-rolled aluminium and aluminium alloy foil supplied in accordance with EN 546-1.

This document specifies the tolerances on dimensions and form for wrought aluminium and wrought aluminium alloy finstock supplied in accordance with EN 683-1.

This document specifies the requirements for special properties of wrought aluminium and wrought aluminium alloy foil and their tests. It applies to flat rolled products.
It does not apply to lacquered, painted, embossed or laminated products.
The technical conditions for inspection and delivery of foil are specified in EN 546-1.

This document specifies the mechanical properties of wrought aluminium and wrought aluminium alloy finstock.
The chemical composition limits of these materials are specified in EN 573-3, unless otherwise agreed between supplier and purchaser.
The designations of wrought aluminium and wrought aluminium alloys and the temper designations used in this standard are specified in EN 573-3, and the temper designations are defined in EN 515.

This part of this European Standard specifies the technical delivery conditions for cold formed welded structural hollow sections of circular, square or rectangular forms and applies to structural hollow sections formed cold without subsequent heat treatment.
Requirements for tolerances, dimensions and sectional properties are contained in EN 10219-2.
NOTE   A range of steel grades is specified in this European Standard and the user should select the grade appropriate to the intended use and service conditions. The grades and mechanical properties of the finished hollow sections are compatible with those in EN 10025-2 and EN 10025-3.

This part of this European Standard specifies technical delivery conditions for hot finished hollow sections of circular, square, rectangular or elliptical forms and applies to hollow sections formed hot, with or without subsequent heat treatment, or formed cold with subsequent heat treatment to obtain equivalent metallurgical conditions to those obtained in the hot formed product.
Requirements for tolerances, dimensions and sectional properties are contained in EN 10210-2.
NOTE   A range of material grades is specified in this standard and the user should select the grade appropriate to the intended use and service conditions. The grades and mechanical properties of the finished hollow sections are compatible with those in EN 10025-2 and EN 10025-3.

This part of this European Standard specifies the technical delivery conditions for cold formed welded structural hollow sections of circular, square or rectangular forms and applies to structural hollow sections formed cold without subsequent heat treatment.
Requirements for tolerances, dimensions and sectional properties are contained in EN 10219-2.
NOTE   A range of steel grades is specified in this European Standard and the user should select the grade appropriate to the intended use and service conditions. The grades and mechanical properties of the finished hollow sections are compatible with those in EN 10025-2 and EN 10025-3.

This European Standard specifies requirements for castings and for semi-finished products of aluminium and aluminium alloys for load-bearing structural construction works (Construction works covers building and civil engineering works).
It also specifies requirements for evaluation of conformity and the test methods to be used.
It does not apply to products after machining or joining operations (e.g. bolting, welding of elements), which can be found in other European Standards, e.g. prEN 1090-1.

This European Standard specifies requirements for castings and for semi-finished products of aluminium and aluminium alloys for load-bearing structural construction works (Construction works covers building and civil engineering works).
It also specifies requirements for evaluation of conformity and the test methods to be used.
It does not apply to products after machining or joining operations (e.g. bolting, welding of elements), which can be found in other European Standards, e.g. prEN 1090-1.

This European Standard specifies the dimensions, the tolerances, the nominal cross-sections and the nominal masses of the round rod used for cold heading and cold extrusion.
This European Standard concerns the round rod in non alloy and alloy steel grades specified in European Standard EN 10263 parts 1 to 5.

1.1 This document specifies requirements for flat and long products (see Clause 3) of hot rolled structural
steels excluding structural hollow sections and tubes. Part 1 of this document specifies the general delivery
conditions.
The specific requirements for structural steels are given in the following Parts:
Part 2: Technical delivery conditions for non-alloy structural steels
Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels
Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels
Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance
Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched
and tempered condition
The steels specified in this document are intended for use in welded, bolted and riveted structures.
1.2 This document does not apply to coated products or to steel products for general structural
applications in accordance with the standards and draft standards listed in the Bibliography.

1.1   This European Standard specifies the different types of inspection documents supplied to the purchaser, in accordance with the requirements of the order, for the delivery of all metallic products e.g. plates, sheets, bars, forgings, castings, whatever their method of production.
1.2   This standard may also apply to non-metallic products.
1.3   This standard is used in conjunction with the product specifications which specify the technical delivery conditions of the products.
NOTE 1   The list of information that may be included in the inspection documents can be found in appropriate documents, e.g. prEN 10168 for steel.
NOTE 2   Annex A gives a summary of the different inspection documents.

This European Standard specifies the dimensions, the tolerances, the nominal cross-section and the nominal mass of steel rod for drawing.
This European Standard concerns round, square, rectangular and hexagonal rod in steel grades specified in European Standard.