Below you can download a pdf (EN or NL) containing:
- theoretical background on the fire calculation
- practical guide on how to use the fire module in Diamonds
- worked examples
You could also rewatch the webinar (EN, NL) on fire design.
Below you can download a pdf (EN or NL) containing:
You could also rewatch the webinar (EN, NL) on fire design.
EN 1992-1-2 does not state that buckling in case of fire must be checked similar to a cold state but with reduced properties. So it is not implemented in Diamonds.
EN 1992-1-2:ANB 2021 §5.3.2 provides a table for the design of columns in case of fire. The table contains minimum dimensions and centre distances. EN 1992-1-2:2004 §5.3.2 (3) states that this method takes second-order effects into account.
EN 1992-1-2:2004 Annex C also deals with buckling in columns. NBN EN 1992-1-2:2004/A1:2019 is an amendment to this.
Annex C again contains tables with minimum dimensions and reinforcement spacings. Annex C is informative in Belgium, but not prohibited.
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