FIRE RESISTANCE DESIGN FOR MODULAR SUPPORT SYSTEMS
Fire resistant applications, codes and design
Analysis of fire test results according to EN 1363-1
There was a huge discrepancy in deflection between EC3 predictions and the test results for all the systems tested. This discrepancy generally starts to rise between 20-25 min ETK.
In many cases buckling can result in ultimate bending failure of the channel until high deformation leads to stiffening of the hanging system by catenary effect.
In cases without noticeable buckling behaviour real deformations are also much higher than those predicted by EC3.