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FIRE DESIGN OF STEEL MEMBERS - Civil and Natural Resources ...

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4.3.1 Results from simulations with the SAFIR programme:<br />

1000<br />

Temperature ( o C)<br />

800<br />

600<br />

400<br />

200<br />

0<br />

0 10 20 30 40 50 60 70<br />

Time (min)<br />

ave max min<br />

Figure 4.7: Maximum, average <strong>and</strong> minimum temperatures found from the SAFIR 1 results of a<br />

simulation of a 530 UB 82.0 beam exposed to the ISO 834 fire on 3 sides, (no slab).<br />

1000<br />

Temperature ( o C)<br />

800<br />

600<br />

400<br />

200<br />

0<br />

0 10 20 30 40 50 60 70<br />

Time (min)<br />

max min ave<br />

Figure 4.8: Maximum, average <strong>and</strong> minimum temperatures found from the SAFIR 2 results of a<br />

simulation of a 530 UB 82.0 beam exposed to the ISO 834 fire on 3 sides with a 150 mm slab on<br />

the top flange.<br />

Figure 4.8 shows a much larger spread in maximum <strong>and</strong> minimum temperatures<br />

for three sided exposure with a concrete slab in place than Figure 4.7 which does<br />

not have a slab. The temperatures in Figure 4.7 merge to within 10 °C at the end<br />

of the simulation, which is around a 1 % difference in results when the<br />

temperatures are over 900 °C. The maximum difference in the results from Figure<br />

4.7 is 179 °C, which occurs after 10 minutes. At this time the temperature range is<br />

from 353 to 532 °C<br />

65

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