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Size: 1. BS  Code of practice for fire safety in the design, use and management of buildings. All the Government documents provide provision for alternative solutions using fire safety engineering approaches.
Approved Document B  states that Fire safety engineering can provide an alternative approach to fire safety.
It may be the only practical way to achieve a satisfactory of fire safety in some large and complex buildings and buildings containing different uses.
In recent years, as the result of extensive research into the nature of fire, how it spreads and the risk factors in building fires, the British Standards Institute has published BS .
The intention behind the development of the document is to provide a more transparent and flexible approach to fire safe design through the use of a structured approach to risk.
In many cases, the use of BS  will lead to more economic solutions for fire than are possible using the Government publications.
Main articles: Fire testing , Design using structural fire standards. All hot rolled structural steel sections have some inherent fire resistance and this is a function of the size of the section, its degree of exposure to the fire and the load that it carries.
Fire resistance is usually measured in relation to the ability of the structural section to survive in a standard fire test as outlined in BS Parts 20  , ISO  and BS EN .
This test takes place in an approved furnace and follows a standard time-temperature curve which is the same for all materials and components.
The strength of hot rolled structural steel decreases with temperature. Following an extensive series of standard fire tests , that strength reduction has been quantified.
Recent international research has also shown that the limiting failure temperature of a structural steel member is not fixed but varies according to two factors, the temperature profile and the load.
For small, fully loaded hot rolled sections , exposed on all four sides, the inherent fire resistance without added protection can be as little as 12 minutes.
For very large, hot rolled sections , lightly loaded and with some partial protection from concrete floor slabs on the upper flange, this can be as high as 50 minutes.
Where the heated perimeter is further reduced by the method of the construction e. The standard fire test time-temperature relationship.
Where the inherent fire resistance of the steel is less than that necessary to meet the requirements for structural stability for the building, additional precautions must be taken.
This usually takes the form of applied fire protection which insulates the steel from the increasing temperatures.
An option exists when using hot rolled hollow sections to avoid the need for applied fire protection by the use of reinforcement and concrete filling.
Main articles: Fire testing , Design using structural fire standards , Structural fire engineering.
It is based on extensive testing by Tata Steel and the Building Research Establishment BRE and brings together in one document details of many of the methods of achieving fire resistance for structural steelwork.
Although it is based on evaluation of performance of structural steel members in the standard fire test , it may also be used in fire engineering assessments when parametric fire temperatures are derived by calculation.
BS Part 8  also includes design information and guidance for design of portal frames , hollow sections in fire , external steelwork , composite slabs and calculation of fire protection thicknesses based on limiting failure temperatures.
Background to the standard and worked examples to the version are given in SCI P The following Eurocodes are now published and describe the rules for the fire design of buildings using structural steelwork:.
The fire Eurocodes are more comprehensive than BS Part 8 . A greater level of detail is available on material properties and, as well as dealing with most of the subjects covered in BS Part 8  , the combined suite of fire Eurocodes also introduces the concept of time-temperature relationships for different types of fire, including parametric fires.
These are fires which are specific to the conditions in the building being considered. Three levels of calculation are provided: tabular; simple and advanced.
The tabular methods are used for direct design when certain parameters relating to loading, geometry and reinforcement are known. Simple methods are generally considered to be suitable for hand calculation, although they are often quite complex generally much more so than in BS Part 8  and may often require the development of spreadsheets or bespoke programs.
Advanced calculation models are only appropriate for computer analysis and not for general design.
Design Eurocodes are generally accompanied by National Annexes which provide instruction on values for certain nationally determined parameters and also on elements of the standards which are not applicable in the UK.
This recognises the responsibility of the regulatory authorities in each member state to define their own required levels of safety. The National Annex may also contain guidance on the application of informative annexes in the Eurocodes and references to non-contradictory complementary information NCCI to assist the user to apply the design rules in the Eurocodes.
Main Articles: Fire protecting structural steelwork. Passive fire protection materials insulate steel structures from the effects of the high temperatures that may be generated in fire.
They can be divided into two types, non-reactive, of which the most common types are boards and sprays and reactive, of which thin film intumescent coatings are the best example.
Thin film intumescent coatings in turn can be either on-site or off-site applied. The UK is fortunate in having an efficient and competitive structural fire protection industry which delivers excellent quality at low cost.
Thin film intumescent coatings are paint like substances which are inert at low temperatures but which provide insulation by swelling to provide a charred layer of low conductivity material when heated.
This char is an excellent insulator. Thin film intumescent coatings now dominate the passive structural fire protection market in the UK.
Thin film intumescent coatings can be specified with an aesthetic or a non-aesthetic finish. The cost differential can be considerable and care should be exercised to ensure that the specification is consistent with the visual requirement.
Boards are also a popular type of fire protection in the UK. They are widely used both where the protection system is in full view and an aesthetic appearance is required, and where it is hidden.
Boards can be divided into two families. Those which are suitable for the application of decorative finishes are generally quite heavy, and more expensive, than the non-aesthetic, lighter materials.
Sprays protection systems have decreased in popularity in the past decade, despite being one of the cheapest forms of fire protection in terms of application costs.
This is mainly due to problems with overspray and impacts on the construction program. Flexible, or blanket , fire protection systems have been developed and fill a niche where complex shapes require protecting but where a dry trade is preferred.
Concrete encasement can also be used as fire protection for structural steelwork. At present this method has only a small percentage of the fire protection market with other traditional methods such as blockwork filling also used occasionally.
Board protection showing a heavy, aesthetic product on the column and a lightweight, non-aesthetic system on the beam Image courtesy of Promat Ltd.
Aesthetic thin film intumescent coating. Spray protection. Image courtesy of Promat Ltd. Flexible blanket Image courtesy of Thermal Ceramics Ltd.
Concrete encasement. Main articles: Fire protecting structural steelwork , Calculating section factors. The section factor is defined as the surface area of the member per unit length A m divided by the volume per unit length V.
It is measured in units of m Section factors for a range of common structural and fire protection arrangements for hot rolled open sections can be found in the The Blue Book.
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