Calculation basis
Eurocode 5 - Design of timber structures against fire actions
Article REF: C2443 V1
Calculation basis
Eurocode 5 - Design of timber structures against fire actions

Author : Jacques Long TRINH

Publication date: February 10, 2015 | Lire en français

Logo Techniques de l'Ingenieur You do not have access to this resource.
Request your free trial access! Free trial

Already subscribed?

5. Calculation basis

5.1 Basic requirements

Where mechanical resistance to fire is required, structures must be designed and built in such a way that they maintain their load-bearing function during the appropriate fire exposure.

If fire insulation is required, the elements forming the boundaries of the fire compartment, including assemblies, must be designed and constructed to maintain their separating function for the required duration of fire exposure.

This should include, if necessary, the assurance of :

  • Non-rupture corresponding to structural integrity ;

  • non-ruined insulation;

  • limiting thermal radiation from the unexposed side.

  • ...
You do not have access to this resource.
Logo Techniques de l'Ingenieur

Exclusive to subscribers. 97% yet to be discovered!

You do not have access to this resource. Click here to request your free trial access!

Already subscribed?


Article included in this offer

"The superstructure of the building"

( 128 articles )

Complete knowledge base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

View offer details