Fire Resistance Design of Steel Framed Buildings (KET0010)

Fire Resistance Design of Steel Framed Buildings, Contents:

INTRODUCTION

1.1     Scope

1.2     The Eurocodes

1.3     UK Building Regulations

1.4     Eurocode terminology

BASIS OF DESIGN

2.1     Basis of structural design in BS EN 1990

2.2     Basis of design for fire situations

2.3     Fire design procedures

THERMAL ACTIONS

3.1     Thermal actions – heat flux

3.2     Temperature analysis

3.3     Nominal temperature-time curves

3.4     Natural fire models

3.5     Fire load densities

3.6     Equivalent time of fire exposure

3.7     Configuration factor

3.8     Indirect (mechanical) actions

THERMAL ANALYSIS

4.1     Unprotected steel sections

4.2     Protected steel sections

4.3     Composite beams

 MATERIAL PROPERTIES

5.1     Properties of carbon steel

5.2     Stainless steel

5.3     Cold formed steel members

5.4     Concrete

5.5     Reinforcing steels

5.6     Bolts and welds

STEEL MEMBERS- SIMPLE CALCULATION MODELS

6.1     Partial factor on material properties

6.2     Design resistance of members at elevated temperature

6.3     The critical temperature method

6.4     Design considerations for joints

COMPOSITE BEAMS AND SLABS – SIMPLE CALCULATION MODELS

7.1     Partial factor on material properties

7.2     Construction details

7.3     Composite slabs

7.4     Protected composite slabs

7.5     Design of composite beams without encasement

REFERENCES

Fire Resistance Design of Steel Framed Buildings