This document gives guidelines and recommendations for the general principles ofdesign appropriate to articles to be hot dip galvanized after fabrication (e.g.in accordance with ISO 1461) for the corrosion protection of, for example,articles that have been manufactured in accordance with EN 1090-2. This documentdoes not apply to hot dip galvanized coatings applied to continuous wire orsheet (e.g. to EN 10346).

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    • Standard
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This document gives guidelines and recommendations for the general principles of design appropriate to articles to be hot dip galvanized after fabrication (e.g. in accordance with ISO 1461) for the corrosion protection of, for example, articles that have been manufactured in accordance with EN 1090-2.
This document does not apply to hot dip galvanized coatings applied to continuous wire or sheet (e.g. to EN 10346).

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    • Standard
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This European Standard specifies the general principles for the implementation of a system of cathodic protection against corrosive attacks on buried or immersed metal structures with and without the influence of external electrical sources.

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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...
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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 predomina...
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This European Standard specifies requirements for the execution, i.e. the manufacture and the installation, of cold-formed structural steel members and sheeting and cold-formed structures for roof, ceiling, floor, wall and cladding applications.
This European Standard applies to structures designed according to the EN 1993 series.
This European Standard applies to structural members and sheeting to be designed according to EN 1993 1 3.
This European Standard may be used for structures designe...
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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, inc...
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    • Standard
      210 pages
      German language
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ISO 12944-9:2018 specifies the performance requirements for protective paint systems for offshore and related structures (i.e. those exposed to the marine atmosphere, as well as those immersed in sea or brackish water). Such structures are exposed to environments of corrosivity category CX (offshore) and immersion category Im4 as defined in ISO 12944‑2.
ISO 12944-9:2018 describes paint systems for high durability according to ISO 12944‑1.
ISO 12944-9:2018 is applicable to structures made of ca...
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ISO 12944-1:2017 defines the overall scope of ISO 12944 (all parts). It gives some basic terms and definitions and a general introduction to the other parts of ISO 12944. Furthermore, it includes a general statement on health, safety and environmental protection, and guidelines for using ISO 12944 (all parts) for a given project.

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ISO 12944-4:2017 covers the following types of surfaces of steel structures consisting of carbon or low-alloy steel, and their preparation:
- uncoated surfaces;
- surfaces thermally sprayed with zinc, aluminium or their alloys;
- hot-dip-galvanized surfaces;
- zinc-electroplated surfaces;
- sherardized surfaces;
- surfaces painted with prefabrication primer;
- other painted surfaces.
ISO 12944-4:2017 defines a number of surface preparation grades but does not specify any requirements for...
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ISO 12944-8:2017 covers the development of specifications for corrosion protection of steel structures using protective paint systems. It relates to new work and maintenance in the workshop or on site and is also applicable to the corrosion protection of individual components. ISO 12944-8:2017 covers the corrosion protection of steel structures exposed to different corrosion stresses by environments such as indoors, open-air and immersion in water or burial in soil, as well as special stresses, ...view more

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ISO 12944-7:2017 deals with the execution and supervision of paint work on steel structures in the workshop or on site.
ISO 12944-7:2017 does not apply to
- the preparation of surfaces to be painted (see ISO 12944‑4) and the supervision of such work,
- the application of metallic coatings, and
- pre-treatment methods, such as phosphating and chromating, and paint application methods, such as dipping, powder coating or coil coating.

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ISO 12944-2:2017 deals with the classification of the principal environments to which steel structures are exposed, and the corrosivity of these environments. ISO 12944-2:2017
- defines atmospheric-corrosivity categories, based on mass loss (or thickness loss) by standard specimens, and describes typical natural atmospheric environments to which steel structures are exposed, giving advice on the estimation of the corrosivity,
- describes different categories of environment for structures immer...
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ISO 12944-3:2017 deals with the basic criteria for the design of steel structures to be coated by protective paint systems in order to avoid premature corrosion and degradation of the coating or the structure. It gives examples of appropriate and inappropriate design, indicating how problems of application, inspection and maintenance of paint systems can be avoided. Design measures which facilitate handling and transport of the steel structures are also considered.

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This document provides guidelines and recommendations regarding the general principles of
design which are appropriate for articles to be zinc coated for corrosion protection and the level of
corrosion resistance provided by zinc coatings applied to iron or steel articles, exposed to a variety of
environments. Initial protection is covered in relation to
— available standard processes,
— design considerations, and
— environments for use.
This document applies to zinc coatings applied by t...
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This document provides guidelines and recommendations regarding the general principles of design
that are appropriate for articles to be sherardized for corrosion protection.
The protection afforded by the sherardized coating to the article will depend upon the method of
application of the coating, the design of the article and the specific environment to which the article is
exposed. The sherardized article can be further protected by application of additional coatings (outside
the scope o...
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DOP of 12 months! * 2017-03-22 FJD - No xml version as mother version was not originally published as xml.

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    • Amendment
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DOP of 12 months!
2017-03-29 FJD - No xml version as the mother standard EN 1993-4-2:2007 was not edited as an xml deliverable.

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ISO 14708-3:2017 provides guidelines and recommendations regarding the general principles of design that are appropriate for articles to be sherardized for corrosion protection.
The protection afforded by the sherardized coating to the article will depend upon the method of application of the coating, the design of the article and the specific environment to which the article is exposed. The sherardized article can be further protected by application of additional coatings (outside the scope of...
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ISO 14713-1:2017 provides guidelines and recommendations regarding the general principles of design which are appropriate for articles to be zinc coated for corrosion protection and the level of corrosion resistance provided by zinc coatings applied to iron or steel articles, exposed to a variety of environments. Initial protection is covered in relation to
- available standard processes,
- design considerations, and
- environments for use.
ISO 14713-1:2017 applies to zinc coatings applied b...
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This European Standard specifies requirements for the execution i.e. the manufacture and the installation of cold-formed structural aluminium components made from profiled sheeting for roof, ceiling, floor and wall applications under predominately static loading conditions or seismic loading conditions and their documentation. It does cover products of structural class I and II according to EN 1999-1-4 used in structures.
Structural elements are understood here to mean profiled sheeting, such a...
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The scope of EN 1090-1:2009+A1:2011 states that the standard covers structural components and kits which are referred to as structural construction products in this document. This Technical Report gives information that clarifies when a structural construction product is covered by the scope of EN 1090-1:2009+A1:2011 and lists examples of products covered and not covered.

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This European Standard specifies a test and assessment method for determining the contribution made by fire protection systems to the fire resistance of structural steel beam I and H members in the horizontal plane containing openings in the web which may affect the structural performance of the beam. This European Standard applies to beams subject to 3 or 4 sided fire exposure.
For any beam with a single web opening or where the web openings are considered to be of small diameter in relation t...
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- Grades of stainless steel covered in EN 1993-1-4
- Section classification
- Shear buckling
- Cold worked grads (including undermatched welding)
- Grade selection and durability

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This European Standard specifies requirements and test methods for the characterisation of anaerobic adhesives intended for the general assembly of co-axial metallic elements in building and civil engineering structures including fasteners- threaded and otherwise, pipes and tubes. It is applicable to single adhesives and systems (kits) comprising adhesives, activators and/or primers for both internal and external construction elements.
This European Standard only applies to metallic substrates...
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Part 1-1 gives generic detailed strength rules which are applicable to steel structures in general. Their use and any limits of applicability are explained in the text where necessary. It does not cover resistance to fire; particular aspects of special types of buildings and civil engineering works (e.g. bridges, masts, silos, piling or off-shore structures).

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Supplementary to Part 1-1. Additional and varied rules to be used for the design of composite structures which are required to avoid premature structural collapse and to limit the spread of fire in the accidental situation of exposure to fire.

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(1)   EN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys (see section 3).
NOTE   Minimum material thickness may be defined in the National Annex. The following limits are recommended – if not otherwise explicitly stated in this standard:
-   components with material thickness not less than 0,6 mm;
-   welded components with material thickness not less than 1,5 mm;
-   connections with:
o   steel bolts and pins with diameter not le...
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This European Standard specifies a test method for determining the contribution made by applied passive fire protection systems to the fire resistance of structural steel members, which can be used as beams or columns. It considers only sections without openings in the web. It is not directly applicable to structural tension members without further evaluation. Results from analysis of I or H -sections are directly applicable to angles, channels and T-sections for the same section factor, whether...view more

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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 u...
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(1) EN 1999-1-3 gives the basis for the design of aluminium alloy structures with respect to the limit state of fracture induced by fatigue.
(2) EN 1999-1-3 gives rules for:
-   Safe life design;
-   damage tolerant design;
-   design assisted by testing.
(3) EN 1999-1-3 is intended to be used in conjunction with EN 1090-3 "Technical requirements for the execution of aluminium structures" which contains the requirements necessary for the design assumptions to be met during execution of compone...
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(1)P   EN 1999-1-4 gives design requirements for cold-formed trapezoidal aluminium sheeting. It applies to cold-formed aluminium products made from hot rolled or cold rolled sheet or strip that have been cold-formed by such processes as cold-rolled forming or press-breaking. The execution of aluminium structures made of cold-formed sheeting is covered in EN 1090-3.
NOTE   The rules in this part complement the rules in other parts of EN 1999-1.
(2)   Methods are also given for stressed-skin desig...
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TC - Modifications in 1.2, 4.2, 4.2.1, 4.2.2.2, 4.2.2.3, 4.2.2.4, 4.2.3.1, 4.2.3.3 and B.5.1.3 in the E mother reference version - Building and civil engineering.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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    • Corrigendum
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2009-07-14 SJ: DOP of 12 months!
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modifications in the E mother reference version in the Foreword, in Clauses 1, 2, 3, 4, 5, 7, 9 and 11, and in Annex A.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modifications to "National annex for EN 1993-2", Clauses 3, 5, 6, 7 and 8 and Annexes A, B, C, D and E in the English mother version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Editorial modifications to "National annex for EN 1993-3-1" and to Clauses 1, 2, 6, 8, 9, B.2, B.3, B.4, C.5, C.6, F.2, G.2, H.3 and H.4 in the E mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modifications in Subclauses 1.3, 2.7, 2.8, 3.2.3, 3.6.2, 5.8, 6.5.1, 6.6, 8.3, 8.4.3, 9.3.2 and 9.3.3 and in Clause A.2.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modifications in the E mother reference version in Clauses 5 and 7.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modifications to Clause 2 in the E mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modifications in Clauses 2, 3, 4, 6, 7 and 8 in the E mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modifications in Foreword, Clauses 1, 2, 4, 5, 6, 8 and 9 and Annex A in the E mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modifications on the E mother version in Foreword, Clauses 1 to 6 and Annexes A, B and BB (including the modifications due to EN 1993-1-1:2005/AC:2006).
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Editorial and technical modifications to Foreword, Clauses 1, 3, 4, 5, 6, 9 and Annex B.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Modification in the E mother reference version in Sublause 5.2.3.3.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Technical and editorial modifications in the whole English mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Editorial and/or technical modifications in the whole text of the mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

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TC - Correction of references in national annexes, typographical improvement, change of equation in 4.3.5.1 and Annex C and E.2, designation in Table D.6 corrected
2013: Originator of XML version: first setup pilot of CCMC in 2012

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