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Fire = fire safety and fire resistant design of steel structures for buildings according to Eurocode 3 /

Record Type:	Electronic resources : Monograph/item
Title/Author:	Fire/ A.F. Hamerlinck.
Reminder of title:	fire safety and fire resistant design of steel structures for buildings according to Eurocode 3 /
remainder title:	Fire safety and fire resistant design of steel structures for buildings according to Eurocode 3
Author:	Hamerlinck, A. F.
Published:	[Rotterdam, Netherlands] :Bouwen met Staal, : c2021.,
Description:	1 online resource (164 p.) :ill.
[NT 15003449]:	Front Matter -- Fire safety -- Calculation of the fire resistance -- Fire safety engineering -- Design tables
Subject:	Fire prevention. -
Online resource:	https://onlinelibrary.wiley.com/doi/book/10.1002/9783433611555
ISBN:	9783433611555

Fire = fire safety and fire resistant design of steel structures for buildings according to Eurocode 3 /
Hamerlinck, A. F.

Firefire safety and fire resistant design of steel structures for buildings according to Eurocode 3 /[electronic resource] :Fire safety and fire resistant design of steel structures for buildings according to Eurocode 3A.F. Hamerlinck. - 1st ed. - [Rotterdam, Netherlands] :Bouwen met Staal,c2021. - 1 online resource (164 p.) :ill. - Steel design ;2. - Steel design ;2..

Includes bibliographical references

Front Matter -- Fire safety -- Calculation of the fire resistance -- Fire safety engineering -- Design tables

The book deals with the subject of fire safety and the design of fire resistant steel structures for buildings according to Eurocode 3. Chapter 1 describes the objectives of fire safety based on the behaviour of a fire and discusses the measures that a designer can take to meet the fire safety requirements found in building regulations. Chapter 2 deals with the calculation of the fire resistance of steel structures. The simple calculation model is suitable for tension members, beams that are not sensitive to lateral torsional buckling, columns, and beams that are sensitive to lateral torsional buckling. The advanced model is used for the calculation of the resistance of unprotected and protected integrated beams as found in shallow floor construction. Chapter 3 deals with fire safety engineering. This is a relatively new field in which physical models are used to describe the behaviour of a fire and its effect on structures and users. Situations are discussed for which fire safety engineering can be applied in practice: steel structures subject to a natural fire (local fires without flashover and compartment fires with flashover), steel structures located outside a building in the open air, and the system behaviour of a steel structure with a composite steel and concrete floor subject to a standard fire. Chapter 4 contains fourteen design tables to allow easy determination of the steel temperature, the reduction factor on the material strength, the cross section class, the critical steel temperature and more.

ISBN: 9783433611555Subjects--Topical Terms:

598596
Fire prevention.

LC Class. No.: TH9145 / .H364 2021

Dewey Class. No.: 363.3

Fire = fire safety and fire resistant design of steel structures for buildings according to Eurocode 3 /
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246 3 0 $a Fire safety and fire resistant design of steel structures for buildings according to Eurocode 3
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260 $a [Rotterdam, Netherlands] : $b Bouwen met Staal, $c c2021.
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505 0 $a Front Matter -- Fire safety -- Calculation of the fire resistance -- Fire safety engineering -- Design tables
520 $a The book deals with the subject of fire safety and the design of fire resistant steel structures for buildings according to Eurocode 3. Chapter 1 describes the objectives of fire safety based on the behaviour of a fire and discusses the measures that a designer can take to meet the fire safety requirements found in building regulations. Chapter 2 deals with the calculation of the fire resistance of steel structures. The simple calculation model is suitable for tension members, beams that are not sensitive to lateral torsional buckling, columns, and beams that are sensitive to lateral torsional buckling. The advanced model is used for the calculation of the resistance of unprotected and protected integrated beams as found in shallow floor construction. Chapter 3 deals with fire safety engineering. This is a relatively new field in which physical models are used to describe the behaviour of a fire and its effect on structures and users. Situations are discussed for which fire safety engineering can be applied in practice: steel structures subject to a natural fire (local fires without flashover and compartment fires with flashover), steel structures located outside a building in the open air, and the system behaviour of a steel structure with a composite steel and concrete floor subject to a standard fire. Chapter 4 contains fourteen design tables to allow easy determination of the steel temperature, the reduction factor on the material strength, the cross section class, the critical steel temperature and more.
588 $a Description based on publisher supplied metadata and other sources.
650 0 $a Fire prevention. $3 598596
830 0 $a Steel design ; $v 2. $3 3731095
856 4 0 $u https://onlinelibrary.wiley.com/doi/book/10.1002/9783433611555