Cena s DPH / bez DPH
Hlavní stránka>PD ISO/TR 24679-4:2017 Fire safety engineering. Performance of structures in fire Example of a fifteen-storey steel-framed office building
Sponsored link
sklademVydáno: 2017-09-19
PD ISO/TR 24679-4:2017 Fire safety engineering. Performance of structures in fire Example of a fifteen-storey steel-framed office building

PD ISO/TR 24679-4:2017

Fire safety engineering. Performance of structures in fire Example of a fifteen-storey steel-framed office building

Formát
Dostupnost
Cena a měna
Anglicky Zabezpečené PDF
K okamžitému stažení
8990 Kč
Čtěte normu po dobu 1 hodiny. Více informací v kategorii E-READING
Čtení normy
na 1 hodinu
899.00 Kč
Čtěte normu po dobu 24 hodin. Více informací v kategorii E-READING
Čtení normy
na 24 hodin
2697.00 Kč
Anglicky Tisk
Skladem
8990 Kč
Označení normy:PD ISO/TR 24679-4:2017
Počet stran:60
Vydáno:2017-09-19
ISBN:978 0 580 84710 3
Status:Standard
Popis

PD ISO/TR 24679-4:2017


This standard PD ISO/TR 24679-4:2017 Fire safety engineering. Performance of structures in fire is classified in these ICS categories:
  • 13.220.01 Protection against fire in general

This document provides a fire engineering application relative to the fire resistance assessment of a fifteen-storey steel framed building following the methodology given in ISO 24679‑1 . This document describes the adopted process which follows the same step by step procedure as that provided in ISO 24679‑1 . The annexes of this document present the detailed assessment results obtained for the most severe fire scenarios on the basis of the outcome of this specific fire safety engineering procedure for the building.

The fire safety engineering applied in this example to the office building with respect to its fire resistance considers specific design fire scenarios as well as the corresponding fire development. It takes into account fully-developed compartment fires. In realistic situations, activation of fire suppression systems and/or intervention of fire brigade are expected, but their beneficial effects are not taken into account. It should be noted that these severe fire scenarios have been selected for fire resistance purposes.

Global structural behaviour is not explicitly considered, but implicitly included in the calculation formulae. Since the building of the example is located in a seismic region, principal structural elements are rigidly connected to each other. Load redistribution from heated elements to cold surrounding elements exists, but it's not taken into account in the design calculations. By this approach, design is conservative, while the process of safety checking is greatly simplified and clear. As a result, all the calculations were carried out by explicit algebraic formulae.