Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 371-377

	DOI: 10.14415/konferencijaGFS2014.050
	UDC: 624.073.12
	CC-BY-SA 4.0 license
	Author : Zdravković, Slavko; Cuckić, Živko Р.; Cuckić, Vesna
	Summary:
	Joint rigidity influence on static reinforced-concrete slabs design the paper presents the influence calculation method in the beams with flexible or semi-rigid fixed ends. The value of the fixed end degree can be determined only experimentally and the above mentioned values can be estimated only arithmetically. Numerical examples indicate the change in the static influence in the beams, depending upon the fixed end degree ie joint rigidity degree.
	Keywords:
	Elastic, rigid and semi-rigid fixed end, degrees of rigidity, degrees of connection stiffness