Journal of
Faculty of Civil Engineering

CONFERENCE PROCEEDINGS
7^th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2019 , 2019.y., pp. 125-137

	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