03.10.2014 Views

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 ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

FIGURE 5.11: TEMPERATURE CONTOUR LINES FOR A BEAM PROTECTED WITH FENDOLITE AND<br />

WITH A 20 MM CONCRETE SLAB, EXPOSED TO THE ISO 834 <strong>FIRE</strong> ..................................108<br />

FIGURE 5.12: VARIATION <strong>OF</strong> MAXIMUM AND MINIMUM TEMPERATURES FROM A SIMULATION<br />

IN SAFIR FOR A BEAM WITH HEAVY PROTECTION AND CONCRETE SLAB. .....................109<br />

FIGURE 5.13: COMPARISON BETWEEN TEMPERATURES FROM SAFIR WITH THE SPREADSHEET<br />

CALCULATIONS FOR A BEAM EXPOSED TO AN ISO <strong>FIRE</strong> ON THREE SIDES. .....................110<br />

FIGURE 5.14: COMPARISON BETWEEN THE RESULTS FROM SAFIR AND THE SPREADSHEET<br />

METHOD WITH THE ECCS EQUATION FOR PROTECTED <strong>STEEL</strong> <strong>MEMBERS</strong> WITH THREE<br />

SIDED EXPOSURE TO THE ISO 834 <strong>FIRE</strong>. .........................................................................112<br />

FIGURE 5.15: COMPARISON BETWEEN RESULTS FROM <strong>FIRE</strong>CALC, SAFIR AND THE<br />

SPREADSHEET METHOD FOR A BEAM WITH 20 MM HEAVY PROTECTION........................114<br />

FIGURE 6.1 A-C: COMPARISON BETWEEN SAFIR AND SPREADSHEET RESULTS FOR AN<br />

UNPROTECTED <strong>STEEL</strong> BEAM WITH FOUR SIDED EXPOSURE TO A PARAMETRIC <strong>FIRE</strong>.......119<br />

FIGURES 6.2 A-B: COMPARISON BETWEEN THE RESULTS FROM SAFIR AND THE SPREADSHEET<br />

METHOD FOR PROTECTED <strong>STEEL</strong> EXPOSED TO A EUROCODE PARAMETRIC <strong>FIRE</strong> ............121<br />

FIGURE 6.3: COMPARISON BETWEEN TEMPERATURE FROM EXPERIMENTAL DATA FOR THREE<br />

SIDED UNPROTECTED <strong>STEEL</strong> WITH THE SPREADSHEET METHOD AND SAFIR.................124<br />

FIGURE 6.4: COMPARISON BETWEEN RESULTS FROM AN EXPERIMENTAL <strong>FIRE</strong> TEST WITH THE<br />

TEMPERATURES FROM SAFIR, AND FROM THE SPREADSHEET METHOD........................125<br />

FIGURE 6.5: COMPARISON BETWEEN RESULTS FROM AN EXPERIMENTAL <strong>FIRE</strong> TEST WITH THE<br />

TEMPERATURES FROM SAFIR, AND FROM THE SPREADSHEET METHOD FOR PROTECTED<br />

<strong>STEEL</strong>. .............................................................................................................................127<br />

FIGURE A.1: EXAMPLE <strong>OF</strong> THE SPREADSHEET METHOD FOR AN UNPROTECTED BEAM. .........153<br />

FIGURE A.2: EXAMPLE <strong>OF</strong> THE SPREADSHEET METHOD FOR A PROTECTED BEAM. ...............154<br />

FIGURE B.1: WINDOW DEVELOPED BY JOHN MASON AS A PREPROCESSOR FOR THE SAFIR<br />

PROGRAMME. ..................................................................................................................155<br />

FIGURE B.2: OUTPUT WINDOW <strong>OF</strong> THE DIAMOND PROGRAMME.............................................160<br />

FIGURE C.1: WINDOW FORMAT FOR <strong>FIRE</strong>CALC.......................................................................161<br />

xi

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!