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TABLE OF CONTENT NOTATIONS
1.1 Relations between the different eurocodes
1.2 Scope of Eurocode 3 - Fire part
1.3 General layout of this book
2.1 Fundamental principles
2.2 Examples
2.2.1 Sway frame for an office building
2.2.2 Simply supported beam for a shopping centre
2.2.3 Simply supported beam in a roof
2.3 Particular questions
2.3.1 Simultaneous occurrence
2.3.2 Dead weight
2.3.3 Upper floor in an open car park
2.3.4 Industrial cranes
2.3.5 Indirect fire actions
2.3.6 Simplified rule
3.1 Fundamental principles
3.1.1 Temperature-time relationship
3.1.2 Localised fire, flame not impacting the ceiling
3.1.3 Localised fire, flame impacting the ceiling
3.1.4 CFD models
3.2 Particular questions
3.2.1 Heat flux to protected steelwork
3.2.2 Combining different models
3.3 Examples
3.3.1 Localised fire
3.3.2 Parametric fire
4.1 Unprotected internal steelwork
4.1.1 Principles
4.1.2 Examples
4.1.2.1 Rectangular hollow core section
4.1.2.2 I-section exposed on 4 sides and subjected to a nominal fire
4.1.2.3 I-section exposed on 3 sides
4.2 Internal Steelwork Insulated by Fire Protection Material
4.2.1 Principles
4.2.2 Examples
4.2.2.1 H section heated on four sides
4.2.2.2 H section heated on three sides
4.3 Internal Steelwork in a Void Protected by Heat Screens
4.4 External Steelwork
4.4.1 General principles
4.4.2 Example
5.1 Choice of the structure to analyse
5.1.1 Principles
5.1.2 How to choose the boundary conditions in a substructure or an element analysis?
5.1.3 How to determine E fi,d,0?
5.2 Three different calculation models
5.2.1 General principle
5.2.2 Relations between the calculation model and the part of the structure that is analysed
5.3 Load, time or temperature domain
5.4 Mechanical properties of carbon steel
5.5 Classification of cross-sect ions
5.6 How to calculate Rfi,d,t ?
5.6.1 General principles
5.6.2 Tension members
5.6.3 Compression members with Class 1, 2 or 3 cross-sections
5.6.4 Beams with Class 1, 2 or 3 cross-section
5.6.4.1 Resistance in shear
5.6.4.2 Resistance in bending
5.6.4.2.1 Uniform temperature distribution
5.6.4.2.2 Non-uniform temperature distribution
5.6.4.3 Resistance to lateral torsional buckling
5.6.5 Members with Class 1, 2 or 3 cross-sections, subject to combined bending and axial compression
5.6.6 Members with Class 4 cross-sections
5.7 Design in the temperature domain
5.8 Design examples
5.8.1 Member in tension
5.8.2 Column under axial compression
5.8.3 Fixed-fixed beam supporting a concrete slab
5.8.4 Class 3 beam in lateral torsional buckling
6.1 Simplified procedure
6.2 Detailed analysis
6.2.1 Temperature of joints in fire
6.2.2 Design resistance of bolts and welds in fire
6.2.2.1. Bolted joints in shear
6.2.2.2 Bolted joints in tension
6.2.2.3 Fillet welds
6.2.2.4 Butt welds
7.1 Introduction
7.2 Thermal analysis
7.2.1 General features
7.2.2 Capabilities of the advanced thermal models
7.2.3 Limitations of the advanced thermal models
7.2.4 Discrepancies with the simple calculation models
7.3 Mechanical analysis
7.3.1 General features
7.3.2 Capabilities of the advanced mechanical models
7.3.3 Limitations of the advanced mechanical models
7.3.4 Discrepancies with the simple calculation models
8.1 Continuous beam
8.2 Multi storey moment resisting frame
8.3 Single storey industrial building
8.4 Storage building
I.1 Thermal properties of carbon steel
I.1.1 Thermal conductivity
I.1.2 Specific heat
I.2 Temperatures in unprotected steel sections
I.3 Temperatures in protected steel sections
II.1 Strength and deformation properties
II.2 Thermal elongation
BIBLIOGRAPHY