Journal of
Faculty of Civil Engineering


FACULTY JOURNALS
SCIENTIFIC MEETINGS
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CONFERENCE PROCEEDINGS
7th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2019 , 2019.y., pp. 125-137


FIRE RESISTANCE OF PROTECTED AND UNPROTECTED TIMBER BEAMS AND COLUMNS
 
DOI: 10.14415/konferencijaGFS2019.010
UDC: 624.011.1:614.841.33
CC-BY-SA 4.0 license
Author : Cvetkovska, Meri; Chifliganec, Cvetanka
 
 Summary:
 According to the design codes timber buildings have to fullfil defined fire safety requirements. For required duration of fire exposure, the fire safety can be achieved through proper fire design of the structural elements, done either by ensuring residual cross-section to sustain the design loads during fire or by protecting the cross section with fire protection materials. The fire resistance of unprotected and protected columns and simply supported timber beams exposed to standard fire is analysed in this paper.
 
 Keywords:
 Timber beam, timber column, insulation, temperature, fire, char layer