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Home Focus Areas Steel and fire. Steel and fire. Structural Fire Engineering Read More. Fire Testing Read More. Case Studies View Case Studies.
A responsive approach to fire assessment of steel structures can provide substantial savings and a significant Return on Investment ROI.
Main articles: Composite steel deck floors in fire , Fire protecting structural steelwork. A composite steel deck floor is designed in bending as either a series of simply supported spans or a continuous slab.
The strength of the floor in fire is provided by the inclusion of mesh fabric or fibre reinforcement.
Mesh reinforcement can be that present in ordinary room temperature design; it may not be necessary to add more solely for the fire condition. It is not normally necessary to fire protect the exposed soffit of the steel deck.
Two methods are available for the design of composite steel deck floors designed to BS Part 4  for fire when using mesh reinforcement.
Both are described in the SCI publication, P These are the fire engineering and the simplified method. Most decking manufacturers provide extensive data on slab details for given periods of fire resistance.
These are usually based on the simplified method although the fire engineering method is occasionally used usually signified by the presence of bottom reinforcing bars in the slab.
BS EN  also contains a simplified method for calculating the design moment of resistance of composite steel deck floor slabs with mesh reinforcement.
It should be noted that Annex D, Model for the calculation of the fire resistance of unprotected composite slabs exposed to fire beneath the slab according to the standard temperature-time curve is not applicable in the UK.
Research has shown that filling the voids between the raised parts of the deck profile and the top flange of a downstand beam in composite construction is not always necessary.
The upper flange of a composite beam is so close to the plastic neutral axis that it makes little contribution to the bending strength of the member as a whole.
Thus, the temperature of the upper flange can often be allowed to increase, with a corresponding decrease in its strength , without significantly adversely affecting the capacity of the composite system.
Details of when to fill the voids are widely available. Main articles: Structural fire engineering. Modern steel framed buildings are sometimes constructed with the structural frame on the outside of the facade.
Since, in the event of a fire, an external structural frame will be heated only by flames emanating from windows or other openings in the building facade, the fire that the external steelwork experiences may be less severe than that to which the steel inside the building is exposed.
It may be possible to design the frame members to remain unprotected or to have reduced protection if they are positioned so that they will not be engulfed by flames and hot gases issuing from facade openings.
Assessment can be carried out in accordance with SCI P This describes the calculation process involved in determining the temperatures reached by external steel subject to a fire in an adjacent compartment.
It involves calculation of: the flame velocity; the flame height above the window; the horizontal flame projection; the effective flame temperature; the flame emissivity; the configuration factor for the flame with respect to the steel; the effective fire temperature; the configuration factor for the openings with respect to the steel; and the rate of burning within the compartment.
BS EN  Appendix B also contains a method for calculation of the size and temperature of flames from openings and radiation and convection parameters for heat transfer calculations.
Some spray protection materials can also be used and some could be suitable for situations where the threat is from hydrocarbon fires.
The most common form of fire protection used on external steel is thin film intumescent coatings. A limited number of products are available for this type of application and it should be recognised that there will be a limit on the time for which the manufacturers will guarantee the performance of their materials.
In addition, thick film epoxy intumescents are used to fire protect external steel. A case study is available here. These are also available as precast products.
A case study on an engineered solution for external steel in fire is available by following the link here. Main articles: Car parks in fire , Calculating section factors.
For the purposes of fire precautions, car parks can be classed as either open or other. Open car parks can be considered as a special case of external steelwork.
Across the United Kingdom, the authorities recognise that there is a low risk of fire spread and ample opportunity for smoke and hot gases to be dissipated in open car parks when certain ventilation criteria are met.
Therefore fire resistance requirements are low and the steel frame is generally unprotected as long as defined section factor requirements are also met.
The fire resistance requirements for other car parks are typically consistent with those for commercial buildings of the same height.
Main articles: Single storey buildings in fire boundary conditions. In the UK, structural frames in single storey buildings do not normally require fire protection.
Approved Document B  , Section 7. This is because the provisions of the Building Regulations exist mainly for the purposes of life safety and fires in single storey buildings are not generally considered to pose a significant threat in that regard.
Exceptions may occur and by far the most common scenario in which fire protection is required in single storey non-domestic buildings is where a boundary condition exists i.
Where a single storey building exists in a boundary condition , it has been widely accepted that it is necessary only for the affected wall and its supporting stanchions to be fire protected.
The rafters and other walls may be left unprotected but the stanchion base must be designed to resist the overturning moments and forces caused by the collapse of the unprotected parts of the building in fire.
The method of calculation used to derive the horizontal forces and moments created by rafter collapse is given in SCI P ; this is referenced in Section Main articles: Sprinklers in UK fire codes.
Sprinklers are designed to suppress automatically small fires on, or shortly after, ignition or to contain fires until the arrival of the fire service.
In England Approved Document B  requires that almost all buildings over 30 metres in height are required to have an approved life safety sprinkler system installed.
A reduction of 30 minutes in the required fire resistance may be applied to many types of occupancies less than 30 metres in height when a life safety sprinkler system is installed and other trade-offs are also possible.
Ships from and sold by Amazon. FREE Shipping. Customers who viewed this item also viewed. Page 1 of 1 Start over Page 1 of 1. Gerald N.
Only 8 left in stock more on the way. Only 18 left in stock more on the way. Fire and Steel, Volume 6: Into the Flames. Fire and Steel, Volume 5: Out of the Smoke.
To Soar With Eagles. Only 1 left in stock - order soon. Register a free business account. About the Author Gerald N.
He served for thirtyfive years in the Church Educational System and served as a member of the Second Quorum of the Seventy from to He and his late wife, Lynn, are the parents of seven children.
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