This paper describes a method of modelling composite floor slabs in fire co
nditions using a stress-resultant approach. The FEAST suite, which consists
of two main computer programs is described. The first, SRAS, is designed t
o model the behaviour of arbitrary orthotropic plate sections at elevated t
emperatures. The second program, FEAL interfaces with the finite element pa
ckage ABAQUS, allowing realistic models of the behaviour of whole structure
s in fire conditions to be obtained. The paper describes how SRAS was used
to analyse the floor stab of the Cardington fire tests and results showing
the behaviour of the slab under a variety of loading conditions are present
ed. The suitability of FEAI as a key component in the analysis of redundant
structures under fire conditions is briefly demonstrated. (C) 2001 Elsevie
r Science Ltd. All rights reserved.