FIRE RESISTANCE DESIGN FOR MODULAR SUPPORT SYSTEMS
Fire resistant applications, codes and design
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Analysis of fire test results according to EN 1363-1
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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.
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In cases without noticeable buckling behaviour real deformations are also much higher than those predicted by EC3.