TY  - BOOK
AU  - Ghosh,Karuna Moy
TI  - Practical design of steel structures: based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building 
SN  - 9781849950251
AV  - TA684 .G46 2010eb
U1  - 624.1821 22
PY  - 2010///
CY  - Dunbeath, Scotland, Boca Raton, Fla.
PB  - Whittles Pub., CRC Press
KW  - Building, Iron and steel
KW  - Structural design
KW  - TECHNOLOGY & ENGINEERING
KW  - Civil
KW  - General
KW  - bisacsh
KW  - fast
KW  - Electronic books
N1  - 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""
N2  - Rigorous analysis of a complete structure
UR  - http://www.columbia.edu/cgi-bin/cul/resolve?clio11220986
ER  -