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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2 <strong>FIRE</strong>S AND THERMAL ANALYSIS COMPUTER<br />
MODELS:<br />
2.1 SPREADSHEET METHOD:<br />
2.1.1 Introduction:<br />
The spreadsheet method of predicting the temperature of a steel beam uses principles<br />
from heat transfer theory to estimate the energy being transferred to the steel beam,<br />
<strong>and</strong> therefore the rate of temperature rise. The methods for protected <strong>and</strong> unprotected<br />
steel members are basically the same, with different formulas used to allow for the<br />
effect the protection has on the rate of heating of the steel. The method is<br />
recommended by the European Convention for Constructional Steelwork (ECCS,<br />
1993), to establish a procedure of calculating the fire resistance of elements exposed to<br />
the st<strong>and</strong>ard fire, while a lot of the research <strong>and</strong> calibration with test data was done in<br />
Sweden, (Gamble, 1989).<br />
The method is a one-dimensional heat flow analysis that accounts for the properties of<br />
the insulation as well as the area to perimeter ratio of the section, (Gamble, 1989). The<br />
temperature of the beam can be calculated at each time step, by considering the energy<br />
that the beam is subjected to during the previous time interval. The duration of the<br />
time step does not significantly effect the calculated temperatures. Petterson et al,<br />
(1976), suggest a time step so that there are 10 to 20 time steps until the limiting<br />
temperature of the steel is reached, <strong>and</strong> Gamble (1989), uses a time step of 10 minutes.<br />
For the analyses in this report, a time step of 1 minute is used for the majority of the<br />
calculations as the speed <strong>and</strong> capabilities of modern computers requires very little<br />
more effort to decrease the time step period to this.<br />
The spreadsheet method assumes the steel member is of constant thickness governed<br />
by the H p /A value. This is called a lumped mass approach as no regard is given for the<br />
actual geometry of the cross section. Constant values for the thermal properties of the<br />
steel such as the specific heat <strong>and</strong> density, are generally used to simplify the method<br />
<strong>and</strong> number of variables in the spreadsheet.<br />
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