The purpose of a structural steelwork specification is to state what materials and products should be used and how work (fabrication and erection) should be carried out, in order to ensure that the completed structure meets the designer's assumptions and the client's needs. Design standards, such as the Eurocodes, give design rules that are valid only if strength, ductility, dimensional accuracy and freedom from defects are within presumed limits. The performance of a structure required by regulations will also only be achieved when construction is within presumed limits.
The complete 'execution specification' for a structure comprises a range of contractual documents, including drawings, a general specification with technical requirements for supply of materials and products and for workmanship, and project-specific requirements for the individual structure.
[top]British standards for steelwork (issued as BS EN)
Rules for the design of steelwork are given in Eurocode 3 Design of steel structures. Within Part 1-1 of that Eurocode (BS EN 1993-1-1), the following basis assumption is stated: "fabrication and erection complies with BS EN 1090".
BS EN 1090 Execution of steel structures and aluminium structures consists of four parts:
- Part 1: Requirements for conformity assessment of structural components
- Part 2: Technical requirements for steel structures
- Part 3: Technical requirements for aluminium structures.
- Part 4: Technical requirements for cold-formed structural steel elements and cold-formed structures for roof, ceiling, floor and wall applications
Conformity with the requirements in Part 1 (which are general statements, referring to the other Parts for detailed technical requirements), when formally declared, permits UKCA marking of the structure.
The technical requirements in Part 2 are comprehensive, covering all types of structural steel (including stainless steel) and types of structure (buildings, bridges, masts, cranes, etc.). It includes references to European standards (adopted as British standards and issues as BS EN) for products, welding, testing and corrosion protection. Products manufactured in accordance with UK designated standards are individually UKCA marked.
All manufacturers of products covered by UKCA_marking must have a Certified Factory Production Control system in place to the relevant UK designated standard and have been given approval by a UK Approved Body to apply the UKCA mark.
Manufacturers must also make available a UK Declaration of Performance (DoP) when a UKCA marked product is placed on the market. The UK DoP serves to deliver the information about the essential characteristics of the product that the manufacturer wants to make available. The manufacturer, by drawing up a UK DoP, assumes the responsibility for the conformity of the construction product with the declared performance.
Because BS EN 1090-2 is a comprehensive document, for all steel products and types of structure, it includes numerous instances where options need to be selected or alternatives specified. A summary list of all the options and alternatives is included in an Annex to that Part: many of them are not relevant for ordinary building structures.
It is therefore necessary to draw up a set of project-specific requirements that supplement BS EN 1090-2. For bridge structures in the UK, the Specification for Highway Works, or Network Rail's Specification for structural steelwork (which is very similar), will be suitable for most highway and railway bridge projects respectively. For building structures the National Structural Steelwork Specification for Building Construction (NSSS) serves a similar purpose. The NSSS is discussed further below.
Even when the NSSS is used for building structures, some project-specific requirements will still be needed and the NSSS defines the "project specification" as comprising the NSSS, with qualification where necessary, together with Part 1 and Part 2 of BS EN 1090.
[top]The National Structural Steelwork Specification for Building Construction
Considerable effort over many years has been spent by the industry in developing the National Structural Steelwork Specification for Building Construction (NSSS). The NSSS is primarily a construction (or execution) specification but also acknowledges the common contractual situations where the steelwork contractor designs the connections (and in some cases the members as well) - it includes checklists of information that the contractor needs to carry out design,
The NSSS was originally developed for use with structures designed in accordance with BS 5950-1 but the 5th Edition covered structures designed in accordance with either BS 5950-1 or Eurocode 3. From July 2014 onwards, all construction products had to be CE marked and from that date, the 5th Edition was available only in a CE marked version for use with structures to be executed in accordance with BS EN 1090-2. The 6th Edition, published in 2017, similarly covered structures designed in accordance with either BS 5950-1 or Eurocode 3 and executed in accordance with BS EN 1090-2, as does the current 7th Edition which was published in 2020 and came into force on 1st January 2021. The main changes between the 6th Edition and the 7th Edition are briefly described in the following section.
The principal topics covered in the NSSS are as follows:
- Information required by the Steelwork Contractor
- Information provided by the Steelwork Contractor
- Fabrication accuracy
- Erection accuracy
- Protective treatment (corrosion and fire)
- Quality management
These topics present, in a more concise manner, the requirements in BS EN 1090-2 for orthodox building structures. The requirements given in the NSSS should not conflict with those in BS EN 1090-2, but should there be conflict, the NSSS takes precedence as it is likely to be more onerous.
Provision is included for modifications to suit any unorthodox construction.
The National Structural Steelwork Specification clarifies and aids the process of translating designer's requirements into specific work instructions for execution. Specifiers are encouraged to use the NSSS as the default specification for all steel building structures.
[top]Main changes in the NSSS (7th Edition)
The 7th edition of the NSSS has been extensively updated and represents the biggest change since its introduction in 1989. The key changes are as follows.
The Steelwork Contractor’s welding quality management system is now required to be certified to:
- the standard quality requirements described in BS EN ISO 3834-3 for Execution Class 2
- the comprehensive quality requirements described in BS EN ISO 3834-2 for Execution Class 3
The requirements for protective treatment (both corrosion and fire) have been extensively modified and include updated requirements for corrosion protection systems and new clauses on the specification, application and testing of intumescent coatings. To improve quality, the NSSS encourages the paint systems to be applied in the workshop rather than on-site.
The main body of the NSSS is limited to Execution Class 2, but this version also contains an Annex of the requirements for Execution Class 3 for static structures and an Annex giving general guidance on Execution Class 3 for buildings subject to fatigue, such as crane supporting structures.
[top]Annex J - Sustainability Specification
The 1st edition of the Sustainability Specification for structural steelwork for building construction was published by BCSA in January 2022, and is freely available here. Due to come into force on 1st June 2022, this document will constitute a new Annex J to the National Structural Steelwork Specification for Building Construction (NSSS) when revised in its 8th edition.
Given demands to promote more sustainable construction, and particularly in the context of the climate emergency, this document specifies general requirements and practices for achieving environmentally sustainable steel building construction. It supplements the requirements of Clauses 1 to 11 of the NSSS and includes guidance on both the sustainable design of structural steelwork and the specification for sustainable fabrication of structural steelwork. It requires all relevant Environmental Product Declarations (EPDs) to be submitted for new steel products, as well as for corrosion and fire protection systems and cover several topics, including:
- Steel procurement
- Project specification requirements in terms of sustainability
- Reusing structural steel
Prepared under the guidance of a steering committee comprised of structural steel suppliers, steelwork contractors, designers, and individual sustainability experts from BCSA, SCI, and IStructE, this Sustainability Specification can be incorporated in the contract documentation separately to the NSSS by specifying the following:
Fabrication in accordance with (i) National Structural Steelwork Specification for Building Construction (NSSS), 7th edition and (ii) NSSS - Annex J - Sustainability Specification.
BCSA also published a Model specification is for the purchase of reclaimed steel sections in March 2022, to be used in conjunction with NSSS Annex J – Sustainability Specification. This model specification applies to the contract between the stockholder (the supplier) and the steelwork contractor (the purchaser) for steel products placed on the market as reclaimed structural steel sections for the fabrication of structural steelwork. It covers the selection and acceptance criteria for reclaimed steelwork, the technical specification for those steel products including tolerances on dimensions and shape and material performance requirements, product testing and quality management requirements and documentation.
[top]Communication of information
[top]Information required by the Steelwork Contractor
Information needed includes that required for designing the connections, any restrictions on fabrication processes and details of the protective treatment required. The checklists provided in the NSSS attempt to identify any special requirements, so that these are identified at the start of the project.
[top]Information provided by the Steelwork Contractor
The Steelwork Contractor is required by the CDM Regulations to provide an erection method statement and this must be amplified by drawings. The contractor must also provide certain information such as general arrangement drawings, fabrication drawings and connection calculations. Increasingly, designers and contractors use three dimensional electronic modelling systems; the NSSS makes provision for the transfer of electronic data. On completion, the steelwork contractor is required to provide, either as paper copy or electronically, copies of general arrangement and fabrication drawings.
Generally, all constituent products should be specified to one of the reference standards in BS EN 1090-2. For material properties, dimensions and tolerances, the NSSS includes references to the commonly used product standards, such as:
- BS EN 10025-2 for rolled sections.
- BS EN 10210-1 for hot finished hollow sections
- BS EN 10219-1 for cold formed hollow sections.
|355 = yield strength (N/mm²)|
|J0 = toughness of 27 J at 0°C|
|355 = yield strength (N/mm²)|
|J2 = toughness of 27 J at -20°C|
|H = structural hollow section|
The mechanical properties of strip steel used in construction are given in BS EN 10346. In addition, BS EN 10143 is the standard for tolerances on dimensions and shape for continuously hot-dip coated steel sheet and strip used in structural applications. A typical code for purlins is:
|S450GD, with Z275||S = structural steel|
|450 = yield strength (N/mm²)|
|GD = Hot-dip galvanized|
|Z275 = 275 g/m² of zinc|
For steel members and components, the designer will specify the steel grade (typically S275 or S355) and sub-grade. Guidance on selection of sub-grade (for toughness against brittle fracture) for building steelwork is given in SCI ED007 for buildings where fatigue is a design consideration and SCI publication P419 for buildings where fatigue is not a design consideration.
Further general guidance on steel product standards is given in Guidance Note 3.01.
The majority of building steelwork contractors have access to numerically controlled machines for cutting and drilling, often combined in 'saw and drill lines' and other fabrication processes. Small details such as notching may be carried out manually or with the use of CNC controlled machines.
The accuracy of numerically controlled fabrication is very high - for example a saw is accurate to a fraction of a millimetre for length and 0.2% of the depth of the cut - and the tolerances specified in the NSSS and BS EN 1090-2 are easily achievable. Similarly, the requirements for thermally cut edges are met with modern equipment.
All fabricated items are required to be marked with a unique identifier and this is normal practice in fabricating factories. The identifier ensures traceability to inspection and testing documents.
Welds are generally specified on drawings by symbols in accordance with the relevant standard. Welding is a relatively expensive operation and weld sizes should not be over-specified. Welding is also a specialist activity and should be executed by appropriately qualified, trained and experienced personnel. The NSSS and BS EN 1090-2 require that
- Welding must be carried out in accordance with a weld procedure specification, which itself has been based on a weld procedure test, carried out in accordance with the reference standards
- Welding must be carried out by a welders qualified for the particular type of work in accordance with the reference standards.
Furthermore, the NSSS requires that the steelwork contractor's system for the management of welding will meet:
- the standard quality requirements described in BS EN ISO 3834-3 for Execution Class 2
- the comprehensive quality requirements described in BS EN ISO 3834-2 for Execution Class 3
All welds must be inspected, and a proportion of them should be tested as prescribed in the NSSS. The adherence to the reference standards should ensure that the welding is completed without defects in the welds.
It is now mandatory for the welding of shear studs to be performed in accordance with the requirements and procedures of BS EN ISO 14555
The connection designer for building steelwork will often select one particular size of bolt, typically a M20 x 60 fully threaded, non-preloaded property class 8.8 bolt, for economy.
Preloaded bolts are selected only when the avoidance of slip in service is necessary. They are more expensive and involve additional cost in fabrication and on site.
A new clause has been added in the 7th Edition (Clause 11.2.5) that requires that bolting shall be coordinated by a Responsible Bolting Coordinator.
[top]Accuracy of erected steelwork
The erected steelwork must be within certain tolerances on position and straightness so that the steel can be properly assembled on site, that other building components can be properly constructed on and around the steel frame and that the design assumptions are realised.
Permitted deviations (from specified geometry) are given in tabular and diagrammatic form in the NSSS and BS EN 1090-2. These deviations are typically given for fixed points, such as the level where beams connect to columns. The deflections due to loading are not covered by tolerances; if the deflected position is critically important, it is invariably better to make provision for adjustment.
The specification of cost-effective protective treatments for structural steelwork should be relatively straightforward for most common applications as long as the factors that affect durability are appreciated.
The optimum protection treatment combines good surface preparation with suitable coating materials for a required durability at a minimum cost. Modern practices applied according to the relevant industry standards provide an opportunity to achieve the desired protection requirements for specific structures.
It is important to define the corrosivity of the environment to which the structure will be exposed, so that an appropriate protective system is specified. Structures built in low risk category environments require minimal treatment, while structures exposed to an aggressive environment need to be protected with a durable system that may require maintenance for extended life.
When specifying protective treatment, designers should to refer to systems rather than particular products. Standard systems for building steelwork are available.
Where fire protection is required, compatibility of the protection system with any corrosion protective coating should be ensured. Advice should be sought from the manufacturer of the fire protection system. This is particularly important when using intumescent coating. The 7th Edition of the NSSS includes new clauses on the specification, application and testing of intumescent coatings.
In some situations, weathering steel may be specified as an alternative to a coating system.
Both the NSSS and BS EN 1090-1 require that a quality management system is operated by the Steelwork Contractor and that a certified factory production control (FPC) is in place. When these requirements are satisfied, the structure may be UKCA marked.
Quality assurance (QA) is provided when the whole management system supports the production of a sound product, whereas Quality Control (QC) is ensuring the product meets the specified benchmark. Both of these contribute to the satisfactory quality management of steel construction.
The standards describing quality systems are the BS EN ISO 9000 series, with BS EN ISO 9001 giving requirements for quality management systems. As BS EN ISO 9001 may be used in any industry, the Steel Construction Certification Scheme (SCCS) has developed a specific series of schedules for steelwork contracting. One of the British Constructional Steelwork Association (BCSA) membership requirements is the provision of the company's certificate of QA registration.
- BS EN 1993 Eurocode 3: Design of steel structures. Various parts, BSI
- BS EN 1993-1-1:2005+A1:2014, Eurocode 3: Design of steel structures. General rules and rules for buildings, BSI
- BS EN 1090-1:2009+A1:2011 Execution of steel structures and aluminium structures. Requirements for conformity assessment of structural components. BSI
- BS EN 1090-2:2018 Execution of steel structures and aluminium structures Technical requirements for steel structures. BSI
- Manual of Contract Documents for Highway Works (MCHW). Volume 1: Specification for Highway Works. Series 1800 Structural Steelwork. April 2021, TSO
- NR/L2/CIV/140/1800C Specification for structural steelwork, Network Rail, June 2016,
- BS 5950-1:1990 Structural use of steelwork in building. Code of practice for design in simple and continuous construction: hot rolled sections. BSI (Withdrawn)
- BS EN ISO 3834-3:2021. Quality requirements for fusion welding of metallic materials. Standard quality requirements. BSI
- BS EN ISO 3834-2:2021. Quality requirements for fusion welding of metallic materials. Comprehensive quality requirements. BSI
- Construction (Design and Management) Regulations (CDM) 2015
- BS EN 10025-2:2019 Hot rolled products of structural steels. Technical delivery conditions for non-alloy structural steels. BSI
- BS EN 10210-1:2006 Hot finished structural hollow sections of non-alloy and fine grain steels. Technical delivery requirements. BSI
- BS EN 10219-1:2006 Cold formed welded structural hollow sections of non-alloy and fine grain steels. Technical delivery requirements. BSI
- BS EN 10346:2015 Continuously hot-dip coated steel flat products for cold forming. Technical delivery conditions. BSI
- BS EN 10143: 2006, Continuously hot-dip coated steel sheet and strip. Tolerances on dimensions and shape, BSI
- BS EN ISO 14555:2017 Welding. Arc stud welding of metallic materials. BSI
- BS EN ISO 9001:2015 Quality management systems. Requirements. BSI
- National Structural Steelwork Specification (7th Edition), 2020, (Publication No. 62/20), BCSA
- Commentary (3rd edition) on the National Structural Steelwork Specification for Building Construction (7th edition), 2022, (Publication No. 66/22), BCSA
- National Steelwork Specification for Building Construction, Annex J - Sustainability Specification, Publication No. 65/2022, BCSA, 2022
- Steel Buildings, Publication No. 35/03, BCSA, 2003, Chapter 15
- SCI ED007 Selection of steel sub-grade in accordance with the Eurocodes, 2012
- SCI P419 Brittle fracture: Selection of steel sub-grade to BS EN 1993-1-10, 2017
- Hendy, C.R.; Iles, D.C. (2015) Steel Bridge Group: Guidance Notes on best practice in steel bridge construction (6th Issue). (P185). SCI
- Model Specification for the Purchase of Structural Bolting Assemblies and Holding Down Bolts. BCSA, 2021
- Model Specification for the Purchase of Structural Steel Sections, Plates and Bars, BCSA, 2017
- Model Specification for the Purchase of Structural Tension Assemblies, BCSA, 2015
- Model Specification for the Purchase of Reclaimed Steel Sections, BCSA, 2022
- UKCA marking
- Design codes and standards
- Simple connections
- Accuracy of steel fabrication
- Steel material properties
- Preloaded bolting
- Corrosion protection
- Surface preparation
- Paint coatings
- Metallic coatings
- Specification of bridge steelwork
- Fire protecting structural steelwork