Calculations of steel-concrete composite slabs in fire conditions according to Eurocodes

Abstract

In this article the method to calculate the bearing capacity of steelconcrete slabs in fire conditions according to Eurocode 4 (EC4) was introduced. Some work examples are presented to clarify the
caculation method. Some calculated results of moment resistance of composite slabs with various fire duration are presented also.

Keywords: Steel-concrete; composite slabs; fire; eurocodes