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ECCS - European Convention for Constructional Steelwork / Associacao Portuguesa de Construcao Metalica e Mista

Design of Cold-formed Steel Structures.

Medium: Buch
ISBN: 978-3-433-02979-4
Verlag: Ernst W. + Sohn Verlag
Erscheinungstermin: 30.10.2012
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The book is concerned with design of cold-formed steel structures in building based on the Eurocode 3 package, particularly on EN 1993-1-3.
It contains the essentials of theoretical background and design rules for cold-formed steel sections and sheeting, members and connections for building applications.
Elaborated examples and design applications - more than 200 pages - are included in the respective chapters in order to provide a better understanding to the reader.Das Buch behandelt den Entwurf von Stahlkonstruktionen aus kaltgeformten dünnwandigen Bauteilen und Blechen nach DIN EN 1993-1-3 (EC3, Teil 1-3). Zunächst werden die theoretischen Grundlagen und Entwurfsregeln dargestellt. Diese werden in den jeweiligen Kapiteln anhand von ausführlichen Beispielen (auf mehr als 200 Seiten) vertiefend erläutert.

Produkteigenschaften

  • Artikelnummer: 9783433029794
  • Medium: Buch
  • ISBN: 978-3-433-02979-4
  • Verlag: Ernst W. + Sohn Verlag
  • Erscheinungstermin: 30.10.2012
  • Sprache(n): Englisch
  • Auflage: 1. Auflage 2012
  • Produktform: Kartoniert
  • Gewicht: 1562 g
  • Seiten: 654
  • Format (B x H x T): 170 x 240 x 32 mm
  • Ausgabetyp: Kein, Unbekannt

Themen

Autoren/Hrsg.

Herausgeber

1 Introduction to cold-formed steel design
1.1 General remarks
1.2 Cold-formed steel sections
1.3 Specific problems of cold-formed steel design
1.4 Examples of application of cold-formed steel sections
2 Basis of design
2.1 Limit states and verifications against their exceeding
2.2 Determination of design values
2.3 Combinations of actions
2.4 Materials
2.5 Methods of analysis and design
2.6 Imperfections
3 Behaviour and resistance of cross-section
3.1 General
3.2 Properties of gross cross-section
3.3 Imperfections of cold-formed steel sections
3.4 Flange curling
3.5 Shear lag
3.6 Local Buckling
3.9 Distortional Buckling:

3.10 Effective geometric characteristics and design against local and distortional buckling
3.11 Axial tension
3.12 Axial compression
3.13 Bending moment
3.14 Combined tension and bending
3.15 Combined compression and bending
3.16 Torsional moment
3.17 Shear force
3.18 Local transverse forces
3.19 Combined shear force and bending moment
3.20 Combined bending moment and local load or support reaction
3.21 Numerical examples
4 Behaviour and design resistance of bar members
4.1 General
4.2 Compression members
4.3 Beams
4.4 Members with combined axial force and moment
4.5 Beams restrained by sheeting
5 Sheeting acting as a diaphragm (stressed skin design)
5.1 Introduction
5.2 General design considerations on diaphragm action
5.3 Conditions and restrictions to using stressed skin design
5.4 Design criteria
5.5 Interaction of the shear diaphragms with supporting framing
6 Structural liner trays
6.1 Introduction
6.2 Design procedures for cassette sections
6.3 Design procedures for cassette panels acting as diaphragm
6.4 Combined effects
6.5 Design application
7 Connections
7.1 Introduction
7.2 Fastening techniques of the cold-formed steel constructions
7.3 Mechanical properties of connections
7.4 Design of connections
7.5 Recommendations to testing cold-formed fastener specimens
8 Building framing
8.1 Introduction
8.2 Conceptual design of cold formed building structures
8.3 Design examples
References1 Introduction to cold-formed steel design
1.1 General remarks
1.2 Cold-formed steel sections
1.3 Specific problems of cold-formed steel design
1.4 Examples of application of cold-formed steel sections
2 Basis of design
2.1 Limit states and verifications against their exceeding
2.2 Determination of design values
2.3 Combinations of actions
2.4 Materials
2.5 Methods of analysis and design
2.6 Imperfections
3 Behaviour and resistance of cross-section
3.1 General
3.2 Properties of gross cross-section
3.3 Imperfections of cold-formed steel sections
3.4 Flange curling
3.5 Shear lag
3.6 Local Buckling
3.9 Distortional Buckling:
3.10 Effective geometric characteristics and design against local and distortional buckling
3.11 Axial tension
3.12 Axial compression
3.13 Bending moment
3.14 Combined tension and bending
3.15 Combined compression and bending
3.16 Torsional moment
3.17 Shear force
3.18 Local transverse forces
3.19 Combined shear force and bending moment
3.20 Combined bending moment and local load or support reaction
3.21 Numerical examples
4 Behaviour and design resistance of bar members
4.1 General
4.2 Compression members
4.3 Beams
4.4 Members with combined axial force and moment
4.5 Beams restrained by sheeting
5 Sheeting acting as a diaphragm (stressed skin design)
5.1 Introduction
5.2 General design considerations on diaphragm action
5.3 Conditions and restrictions to using stressed skin design
5.4 Design criteria
5.5 Interaction of the shear diaphragms with supporting framing
6 Structural liner trays
6.1 Introduction
6.2 Design procedures for cassette sections
6.3 Design procedures for cassette panels acting as diaphragm
6.4 Combined effects
6.5 Design application
7 Connections
7.1 Introduction
7.2 Fastening techniques of the cold-formed steel constructions
7.3 Mechanical properties of connections
7.4 Design of connections
7.5 Recommendations to testing cold-formed fastener specimens
8 Building framing
8.1 Introduction
8.2 Conceptual design of cold formed building structures
8.3 Design examples
References