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fraction of the building stock in use. There will be a rapidly
increasing interest in refurbishment, dismantling and reuse of
buildings. A material that, over the last 200 years, has shown
itself to be supremely adaptable and consistent in its material
properties once integrated into a building, steel is the material
of choice for the discerning structural designer.
18.11 References
ACE (2009). Schedule of Services . London: ACE Association of
Consultancy and Engineering.
BCSA (1989). Historical Structural Steelwork Handbook . London:
British Constructional Steelwork Association.
BCSA (2007). The National Structural Steelwork Specification for
Building Construction , 4th edn. London: British Constructional
Steelwork Association.
BDA and British Steel (1986). Brick Cladding to Steel Framed
Buildings:
Commentary .
London:
Brick
Development
Association.
Brettle, M. E. (2009). Steel Building Design: Introduction to the
Eurocodes. SCI Publication 361. Ascot: Steel Construction
Institute.
BSI (2008). Execution of Steel and Aluminium Structures . London:
BSI, BS EN1090-2:2008.
Health and Safety Executive (2007). The Construction (Design and
Management) Regulations 2007 . London: HSE.
IStructE (2010). Manual for the Design of Building Structures to
Eurocode 1 and Basis of Structural Design . London: IStructE.
SCI (1995 and 1997). Eureka Project 130: Design for Manufacture ,
and Design for Construction . SCI Publications 150 and 178. Ascot:
Steel Construction Institute.
SCI (1997). Appraisal of Existing Iron and Steel Structures . SCI
Publication138. Ascot: Steel Construction Institute.
SCI and BCSA (2009). Joints in Steel Construction: Simple
Connections , 2nd edn. Ascot: Steel Construction Institute and
British Constructional Steelwork Association.
Figure 18.52 Replication of the original angle cleat connections
with a stub to aid erection
18.11.1 Further reading
History
CIRIA (1996). Structural Renovation of Traditional Buildings. CIRIA
Report 111, rev. edn. London: Construction Industry Research and
Information Association.
IStructE (2008). Guide to Surveys and Inspections of Buildings and
Associated Structures . London: IStructE.
IStructE (2010). Appraisal of Existing Structures , 3rd edn. London:
IStructE.
not adopted. Maintenance of elevations would therefore be
required over the 60-year design life of the structure.
18.10 Conclusion
This chapter outlines an approach to steel design that encour-
ages study of buildings and construction details that use steel
structure so that an appreciation of the practicalities of con-
struction in steel can be developed. Steelwork structure relies
on its compatibility with building fabric details to be success-
ful. The steelwork designer cannot ignore these details.
Although not providing a comprehensive guide to steel
design, this chapter summarises the key parameters considered
before initial steel design should be attempted. The section
dealing with preliminary design is intentionally close to the
end of the chapter. There is a considerable body of published
material and the reader is encouraged to continue to study.
Looking to the future of steelwork construction and its sus-
tainability, we are likely to see continued growth in hybrid
mixes of structural material and solutions. New-build is a
Design responsibilities
BCSA (2007). Allocation of Design Responsibilities in Constructional
Steelwork. London: British Constructional Steelwork Association.
CIC (2007). The CIC Scope of Services . London: Construction
Industry Council.
RIBA (2008) Work Plan , rev. edn. London: Royal Institute of British
Architects.
General
Bates, W. (1984). Historical Structural Steelwork Handbook. London:
British Constructional Steelwork Association.
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