16.6.1
The time (t) at which the limiting temperature is attained shall be determined by calculation on the basis of a suitable series of fire tests in accordance with 16.6.2 or from the results of a single test in accordance with 16.6.3.
16.6.1.1
For beams and for all members with a four-sided fire exposure condition, the limiting temperature shall be taken as the average of all of the temperatures measured at the thermocouple locations on all sides.
16.6.1.2
For columns with a three-sided fire exposure condition, the limiting temperature (T) shall be taken as the average of the temperatures measured at the thermocouple locations on the face farthest from the wall. Alternatively, the temperatures from members with a four-sided fire exposure condition and having the same surface area to mass ratio may be used.
16.6.2 Temperature Based on Test Series
Calculation of the variation of steel temperature with time shall be by interpolation of the results of a series of fire tests using the regression analysis equation specified in 16.6.2.1, subject to the limitations and conditions of 16.6.2.3.
16.6.2.1 Regression analysis
The relationship between temperature (T) and time (t) for a series of tests on a group shall be calculated by least-square regression as follows:
where
time from the start of the test, in min;
16.6.2.2
In lieu of test results, the values for coefficients in Table 30 may be used in the equation 16.6.2.1 when the test satisfies the conditions specified in 16.6.2.3.
| k0 | k1 | k2 | k3 | k4 | k5 | k6 |
|---|---|---|---|---|---|---|
| (1) | (2) | (3) | (4) | (5) | (6) | (7) |
| -25.90 | 1.698 | -13.71 | 0.0300 | 0.0005 | 0.5144 | 6.633 |
16.6.2.3
Limitations and conditions on use of
regression analysis
Test data to be utilized in accordance with 16.6.2.1 shall satisfy the following:
- a) Steel members shall be protected with board sprayed blanket or similar insulation materials having a dry density less than 1 000 kg/m³;
- b) All tests shall incorporate the same fire protection system;
- c) All members shall have the same fire exposure condition;
- d) Test series shall include at least nine tests;
- e) Test series may include prototypes which have not been loaded provided that stickability has been demonstrated; and
- f) All members subject to a three-sided fire exposure condition shall be within a group in accordance with 16.9.
The regression equation obtained for one fire protection system may be applied to another system using the same fire protection material and the same fire exposure condition provided that stickability has been demonstrated for the second system.
A regression equation obtained using prototypes with a four-sided fire exposure condition may be applied to a member with a three-sided fire exposure condition provided that stickability has been demonstrated for the three-sided case.
16.6.3 Temperature Based on Single Test
The variation of steel temperature with time measure in a standard fire test may be used without modification provided:
- a) Fire protection system is the same as the prototype;
- b) Fire exposure condition is the same as the prototype;
- c) Fire protection material thickness is equal to or greater than that of the prototype;
- d) Surface area to mass ratio is equal to or less than that of the prototype; and
- e) Where the prototype has been submitted to a standard fire test in an unloaded condition, stickability has been separately demonstrated.
16.6.4 Parameters of Importance in the Standard Fire Test
- a) Specimen type, loading, configuration;
- b) Exposed surface area to mass ratio;
- c) Insulation type, thermal properties and thickness; and
- d) Moisture content of the insulation material.