Practical design of steel structures : based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building /

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Rigorous analysis of a complete structure.

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Ghosh, Karuna Moy
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Dunbeath, Scotland : Boca Raton, Fla. : Whittles Pub. ; CRC Press, 2010.
Temas:
Building, Iron and steel.
Structural design.
Construction métallique.
Constructions > Calcul.
TECHNOLOGY & ENGINEERING > Civil > General.
Building, Iron and steel
Structural design
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Contents
  • Preface
  • General Principles and Practices
  • 1.1 Brief description of the structure
  • 1.2 Design philosophy and practice
  • References
  • Structural Analysis and Design
  • 2.1 Structural analysis
  • 2.2 Methods and procedures for analysis and design
  • 2.3 Design data
  • 2.4 Properties and specifi cation of materials
  • 2.5 Specifi cations for selecting the structural components
  • 2.6 Conventions for member axes
  • 2.7 Model design of beam and column using Eurocode 3 and BS 5950, and comparison of the results
  • References
  • Design of Gantry Girders (Members Subjected to Biaxial Bending)3.1 Design philosophy
  • 3.2 Detailed considerations
  • 3.3 Design of section
  • 3.4 Intermediate transverse stiffeners
  • 3.5 Design of end bearings of gantry girder
  • References
  • Design of Welded and Bolted Connections
  • 4.1 General
  • 4.2 Welded connections
  • 4.3 Design of bolted connections
  • References
  • Design of Purlins, Side Rails, Roof Trusses, Roof Girders, Intermediate Columns and Horizontal Roof Bracings
  • 5.1 Purlins in melting bay (members subjected to bending)
  • 5.2 Side sheeting rails (members subjected to biaxial bending)5.3 Design of roof trusses (members subjected to compression and tension)
  • 5.4 Roof girders in melting bay (members subjected to compression and tension)
  • 5.5 Design of intermediate columns (members subjected to bending and thrust)
  • 5.6 Design of horizontal wind bracing system for roof (members subjected to compression and tension)
  • References
  • Case Study I: Analysis and Design of Structure of Melting Shop and Finishing Mill Building
  • 6.1 Design considerations
  • 6.2 Loadings
  • 6.3 Design of stanchions in melting bay along line A6.4 Design of stanchions along line B
  • References
  • Case study II: Design of Gable End Framing System Along Row 10, Based on Eurocode 3
  • 7.1 Design considerations (see Figs 1.1 and 7.1)
  • 7.2 Functions
  • 7.3 Design of gable columns
  • 7.4 Design of horizontal wind girder at 22.36 m level
  • 7.5 Design of horizontal wind girder at 33.0 m level
  • References
  • Case Study III: Design of Vertical Bracing Systems for Wind Forces and Crane Tractive Forces Along Stanchion Lines A and B, B
  • 8.1 Vertical bracing systems along stanchion line A8.2 Design of bracing system between crane column rows 9 and 10 along stanchion line A to resist the longitudinal tractive force due to crane loads and wind loads from the gable end (see Fig. 8.1)
  • 8.3 Design of vertical bracing system between roof column rows 9 and 10 along stanchion line A to resist wind loads from gable end (see Fig. 8.1(a))
  • 8.4 Design of vertical bracing system for wind forces and crane tractive forces in column along stanchion line B
  • References
  • APPENDIX A
  • A.1 Design considerations

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