FIRE PROTECTION OF STEEL STRUCTURES
Temperature increases significantly change the mechanical properties of steel.
At 400 °C, steel’s yield strength is reduced to 60% its initial value. It has been proven that a steel structure subjected to heat can no longer perform its load-bearing functions after a certain amount of time, and will collapse. The temperature at which this occurs is called the critical temperature.
The critical temperature will change depending on the weight of the initial load and will depend on the admissible level of stress and the nature of this stress.
For the purpose of simplification, the following minimal critical temperature values may be used, based on Eurocode 1993-1-2:
– 500 °C for compressed elements or elements subject to bending and axial compression.
– 540 °C for isostatic beams and tensioned elements.
– 570 °C for hyperstatic beams.
Section factor S/V expresses the relationship between the surface exposed to thermal flow S [m2] and the volume of an element by length unit [m3]. Its value considerably influences the behaviour of the structural element when exposed to fire.
An element with an S/V quotient [m-1] with a low value will heat much more slowly than an element with a high section factor. It will therefore be more resistant to fire.
The following table provides the section factors for the commonly-used metal sections for beams exposed on 3 sites and posts exposed on 4 sides. For other types, contact Projiso’s technical department.