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Fire Design of Steel Structures 2e EC1 - Actions on structures - Part 1-2: Actions on str. exposed to fire. EC3 Design of steel structures. Part 1-2 (Paperback, 2nd Edition)
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Fire Design of Steel Structures 2e EC1 - Actions on structures - Part 1-2: Actions on str. exposed to fire. EC3 Design of steel structures. Part 1-2 (Paperback, 2nd Edition)
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This book explains and illustrates the rules that are given in the
Eurocodes for designing steel structures subjected to fire. After
the first introductory chapter, Chapter 2 explains how to calculate
the mechanical actions (loads) in the fire situation based on the
information given in EN 1990 and EN 1991. Chapter 3 is dedicated to
the models which represent the thermal actions created by the fire.
Chapter 4 describes the procedures to be used to calculate the
temperature of the steelwork from the temperature of the
compartment and Chapter 5 shows how the information given in EN
1993-1-2 is used to determine the load bearing capacity of the
steel structure. Chapter 6 presents the essential features that
characterize the advanced calculation models, for thermal and
mechanical response. The methods used to evaluate the fire
resistance of bolted and welded connections are described in
Chapter 7. Chapter 8 describes a computer program called
'Elefir-EN? which is based on the simple calculation model given in
the Eurocode and allows designers to quickly and accurately
calculate the performance of steel components in the fire
situation. Chapter 9 looks at the issues that a designer may be
faced with when assessing the fire resistance of a complete
building. This is done via a case study and addresses most of the
concepts presented in the previous chapters. For this second
edition the content has been revised and extended. The book
contains some new sections, e.g. a comparison between the simple
and the advanced calculation, as well as additional examples.
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