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

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constant specific heat being used in the spreadsheet method, but since the<br />

difference is small in both cases; the simple method of keeping the specific heat<br />

constant appears to be more reasonable.<br />

Using a specific heat that varies with temperature in the spreadsheet method shows<br />

how closely the spreadsheet method results match those that are given by the finite<br />

element computer programmes. Because the spreadsheet method is much easier to<br />

access <strong>and</strong> work compared with the computer programmes, for thermal<br />

calculations of simply supported beams with four sided fire exposure. this method<br />

is the best to use.<br />

5.3.2 Comparison with the ECCS Formula:<br />

Comparisons with the formulas recommended by ECCS have been plotted against<br />

the results from the SAFIR simulations <strong>and</strong> the simplified spreadsheet results in<br />

Figure 5.7 a-c. Equation 5.1, by ECCS used in Section 5.2.3, is used in its original<br />

form without the modification for heavy insulation, since the properties of<br />

M<strong>and</strong>olite satisfy the conditions of equation 2.4, as shown in Section 0.<br />

Figure 5.7 a-c shows the accuracy of the ECCS formula when applied to steel<br />

sections with light protection. The ECCS formula is compared to results from the<br />

spreadsheet method with the light insulation simplification, but with a constant<br />

value for the specific heat of steel. Results from SAFIR are also included to<br />

compare the formula with ‘real’ behaviour of steel under the conditions of the<br />

analysis.<br />

When light protection is used as in Figure 5.5 a-c, the unmodified spreadsheet<br />

method has slightly lower temperatures than the simplified version. The SAFIR<br />

results are lower than the results from both spreadsheet methods due to the<br />

changing thermal properties installed in the programme. The ECCS equation has<br />

the best correlation with the spreadsheet 2 curve, which neglects the heat capacity<br />

of the insulation term. The section factor for the lightest beam, 180UB16.1, is out<br />

of the recommended range of beam sizes for the ECCS equation, but the formula<br />

predicts the temperatures equally well for this beam as with the other beam sizes.<br />

97

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