0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Heiße Bemessung von Mauerwerk nach Eurocode 6

Author(s):
Medium: journal article
Language(s): German
Published in: Mauerwerk, , n. 5, v. 17
Page(s): 317-320
DOI: 10.1002/dama.201300591
Abstract:

Structural fire design of masonry according to Eurocode 6.

Publicating the National Annex to Eurocode 6 Part 1-2 in July 2013 all essentials of structural fire design of masonry due to Eurocode 6 are available now. In practice Eurocode 6 is now allowed to be used in full extent in accordance with the equivalent introduction of the Fachkommission Bautechnik. Despite the changes to the european concept with implementation of new fire resistance classifications the already known tables to determine the fire resistance class depending on the thickness of the wall are nearly unchanged the decisive parameters for structural fire design according to Eurocode 6 as well. In the following the few changes and conversions to the state of the art are illustrated and explained.

Keywords:
fire resistance time National Annex of EC 6 fire resistance classes
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/dama.201300591.
  • About this
    data sheet
  • Reference-ID
    10069250
  • Published on:
    15/12/2013
  • Last updated on:
    13/08/2014
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine