FIRE DESIGN OF STEEL MEMBERS - Civil and Natural Resources ...
FIRE DESIGN OF STEEL MEMBERS - Civil and Natural Resources ...
FIRE DESIGN OF STEEL MEMBERS - Civil and Natural Resources ...
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The SAFIR results fit between the two spreadsheet results for most of the test <strong>and</strong><br />
as in all simulations made in this report, the rate of temperature rise decreases at<br />
about 650 °C when the higher specific heat becomes a larger factor in the<br />
temperature rise of the steel. The results from the Spreadsheet 2 analysis are very<br />
similar to the results from the Spreadsheet 1 analysis, with a maximum difference<br />
of around 50 °C. Since simplifying the formula used in the spreadsheet for light<br />
protection gives higher temperatures, the simplified formula can be used with<br />
confidence instead of the full equation provided the criteria from equation 2.4 is<br />
met. The insulation will always affect the temperature of the steel to some amount<br />
so the full spreadsheet analysis is acceptable to use in place of the simplified<br />
version if preferred.<br />
Assuming the SAFIR programme gives an accurate portrayal of the behaviour of<br />
the steel beam when protected by the insulation described, the full equation gives<br />
slightly lower temperatures <strong>and</strong> therefore non-conservative results at the beginning<br />
of the test. The maximum temperature deficit of temperatures found from the<br />
spreadsheet with the heat capacity included, compared with the average SAFIR<br />
results is 20.3 °C, which occurs when the temperature is about 250 °C. Although a<br />
difference of around 10 % is reasonably substantial, it is not of too much<br />
importance here due to that the steel member would not have lost a significant<br />
amount of strength at this temperature.<br />
The spreadsheet temperatures are greater than the steel temperatures after 93<br />
minutes of the test, when the temperature is about 550 °C, which is much closer to<br />
the limiting temperature of steel. After 93 minutes the SAFIR curve drops below<br />
the spreadsheet curves at a faster rate due to the thermal properties of the steel in<br />
the SAFIR programme.<br />
The curve from the simplified spreadsheet method is consistently higher than both<br />
the full spreadsheet curve <strong>and</strong> the SAFIR curve. At the very start of the test the<br />
SAFIR curve is slightly higher than the simplified spreadsheet curve, but this could<br />
be due to the slow starting conditions found with the spreadsheet method. The<br />
maximum difference is 3 °C <strong>and</strong> after 30 minutes the spreadsheet method curve is<br />
95