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Practical design of steel structures

by Ghosh, Karuna Moy.
Published by : Whittles Pub. ; | CRC Press, (Dunbeath, Scotland : | Boca Raton, Fla. :) Physical details: 1 online resource (xi, 211 pages) : illustrations ISBN:9781849950251; 1849950253; 1904445926; 9781904445920. Year: 2010
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Item type Current location Call number Copy number Status Date due Barcode
Book Book Shah Alam, Malaysia
624.1821 GKP (Browse shelf) C.1 Available 00003778

Includes bibliographical references and index.

""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 A""""6.4 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 A""""8.2 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""

Rigorous analysis of a complete structure.

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