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

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5.8 CONCLUSIONS:<br />

The thermal behaviour of protected steel members has been examined in this<br />

section. In the New Zeal<strong>and</strong> code at present there are no formulas available to aid<br />

designers in the estimation of the temperature of protected steel members. The<br />

equations recommended by ECCS relate closely to the results found from the<br />

spreadsheet method <strong>and</strong> SAFIR.<br />

The empirical equations used in this section from ECCS give good results when<br />

compared with the time-temperature curves resulting from SAFIR simulations. As<br />

in Section 4, the upper temperature limit can be increased to allow more use to be<br />

made of these equations. The upper temperature value for protected steel can be<br />

increased to 800 °C <strong>and</strong> remain within the same accuracy as the line within the<br />

present temperature range criterion. The other limitations imposed on the steel<br />

member regarding the time <strong>and</strong> beam sizes for which the equation is valid do not<br />

seem to be a factor in the accuracy of the equations. The limitation regarding the<br />

thickness <strong>and</strong> thermal conductivity of the insulation has not been discussed<br />

because all tests examined in this report have complied with the range suggested<br />

for the equations.<br />

The original form of the equation is intended for use of steel beams protected with<br />

‘light’ insulation, but for ‘heavy’ insulation there is a modified formula, which<br />

accounts for the thermal capacity of the insulation. This formula only applies well<br />

for four sided exposure with protected members, <strong>and</strong> although the equation<br />

compares well with results from the spreadsheet method for three sided exposure,<br />

this is rather conservative as the spreadsheet method assumes a smaller amount of<br />

protection applied with its smaller section factor. When considered that most three<br />

sided exposure results from conditions with a concrete slab overlaying a steel<br />

beam, this equation gives a time-temperature relationship which is high for three<br />

sided exposure.<br />

The formula does works well for four sided exposure <strong>and</strong> is a useful tool <strong>and</strong> a<br />

simple alternative to the present guide in the New Zeal<strong>and</strong> code to use data from<br />

115

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