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

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The properties of the protection applied to the beam in Firecalc are those of<br />

Fendolite protection by Firepro, see Section 5.2 for these properties. Firecalc has<br />

an option to give the moisture content of the insulation which SAFIR does not<br />

include. For the purposes of this report, the moisture content of Fendolite has been<br />

taken as zero to provide consistency between the results. The spreadsheet method<br />

can cater for the effect of a high moisture content in the insulation by adding a<br />

time delay term at 100 °C when the moisture in the insulation would be<br />

evaporated.<br />

The results from an analysis with the Firecalc programme gives the results in<br />

Figure 5.15<br />

Temperature ( o C)<br />

1000<br />

800<br />

600<br />

400<br />

200<br />

Spreadsheet<br />

SAFIR<br />

Firecalc<br />

0<br />

0 50 100 150 200<br />

Time (min)<br />

Spreadsheet Firecalc SAFIR with slab<br />

Figure 5.15: Comparison between results from Firecalc, SAFIR <strong>and</strong> the Spreadsheet method for a<br />

180UB16.1 beam with 20 mm heavy protection.<br />

From Figure 5.15 the temperatures from the Firecalc programme are consistently<br />

lower than those found from the spreadsheet method. The Firecalc programme<br />

gives lower temperatures for this protection case, <strong>and</strong> if the moisture content had<br />

been added as a feature, this would have an even bigger deviation from the<br />

temperatures from the spreadsheet method. The spreadsheet does not model the<br />

effects of a concrete slab, but when comparing the results from Firecalc with those<br />

of SAFIR with a concrete slab, the temperatures from Firecalc are still too low. As<br />

in Section 4.4.2, the properties of the concrete in the Firecalc programme are<br />

unknown but it is assumed they are not significantly different from the properties<br />

in SAFIR.<br />

114

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