Journal of
Faculty of Civil Engineering


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CONFERENCE PROCEEDINGS
5th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2017 , 2017.y., pp. 141-148


BEARING CAPACITY ANALYSIS OF COFFERED SLAB ON BUILDING OF CLINICAL CENTRE IN NIS
 
DOI: 10.14415/konferencijaGFS2017.014
UDC: 692.52:624.046.2
CC-BY-SA 4.0 license
Author : Zlatkov, Dragan; Zorić, Andrija
 
 Summary:
 Bearing capacity analysis of a coffered slab of the existing building of the Clinical Center Nis is shown. Due to the change of space using, it was necessary that slab with stand a concentrated load of air handling units. It was found that ribs should best rengthened. The new solution design layers of styrodur and ferroconcrete over the slab.Mechanical properties of styrodur, laboratory tested, were used for modeling styrodur by Winkler's model. Analysis of new solution showed that structure repair was not necessary.
 
 Keywords:
 Coffered slab, concentrated load, Winkler’s model of styrodur, ultimate limit state