BS EN 13381-8 is the eight-part of the multiple series document that specifies a test method for determining the contribution made by applied reactive fire protection systems to the fire resistance of structural steel members, which can be used as beams or columns.
Note 1: BS EN 13381-8 considers only sections without openings in the web. BS EN 13381-8 is not directly applicable to structural tension members without further evaluation. Results from the analysis of I or H - sections are directly applicable to angles, channels and T-sections for the same section factor, whether used as individual elements or as bracing.
Note 2: BS EN 13381-8 does not apply to solid bar or rod.
Note 3: BS EN 13381-8 covers fire protection systems that involve only reactive materials and not passive fire protection materials as defined in this document.
BS EN 13381-8 on fire resistance of timber structures is useful for:
The fire test procedures in BS EN 13381-8 specify the tests that will help you determine the ability of the fire protection system to remain coherent and attached to the steelwork, as well as provide data on the fire protection system's thermal characteristics when exposed to the standard temperature/time curve specified in EN 1363-1.
BS EN 13381-8 also includes an assessment that will assist you in analysing the test results and provides instructions on how to perform the interpolation.
Overall, BS EN 13381-8 help you to establish:
BS EN 13381-8:2013 supersedes BS EN 13381-8:2010 which is withdrawn.
With respect to the BS EN 13381-8:2010, the following changes have been made:
EN 13381-8:2013