000 05184cam a2200601Ia 4500
001 11220986
003 OSt
005 20210930192139.0
006 m o d
007 cr cn|||||||||
008 130524s2010 stkad ob 001 0 eng d
020 _a9781849950251
_q(electronic bk.)
020 _a1849950253
_q(electronic bk.)
020 _a1904445926
_q(Trade Paper)
020 _a9781904445920
_q(Trade Paper)
020 _z9781439835715
020 _z9781904445920
035 _a(OCoLC)ocn849933549
035 _a(NNC)11220986
035 _a(OCoLC)849933549
_z(OCoLC)923517258
040 _aE7B
_beng
_epn
_cLCC
_dOCLCO
_dNLE
_dOCLCF
_dN$T
_dVLB
_dCOO
_dZCU
_dYDXCP
_dEBLCP
_dOCLCQ
_dDEBSZ
049 _aZCUA
050 4 _aTA684
_b.G46 2010eb
072 7 _aTEC
_x009020
_2bisacsh
082 0 4 _a624.1821
_222
100 1 _aGhosh, Karuna Moy.
245 1 0 _aPractical design of steel structures
_h[electronic resource] :
_bbased on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building /
_cKaruna Moy Ghosh.
260 _aDunbeath, Scotland :
_bWhittles Pub. ;
_aBoca Raton, Fla. :
_bCRC Press,
_c2010.
300 _a1 online resource (xi, 211 pages) :
_billustrations
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
504 _aIncludes bibliographical references and index.
505 0 _a""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""
505 8 _a""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)""
505 8 _a""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""
505 8 _a""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""
505 8 _a""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""
520 8 _aRigorous analysis of a complete structure.
588 0 _aPrint version record.
650 0 _aBuilding, Iron and steel.
650 0 _aStructural design.
650 4 _aBuilding, Iron and steel.
650 4 _aStructural design.
650 7 _aTECHNOLOGY & ENGINEERING
_xCivil
_xGeneral.
_2bisacsh
650 7 _aBuilding, Iron and steel.
_2fast
_0(OCoLC)fst00840918
650 7 _aStructural design.
_2fast
_0(OCoLC)fst01135628
655 4 _aElectronic books.
655 0 _aElectronic books.
776 0 8 _iPrint version:
_aGhosh, Karuna Moy.
_tPractical design of steel structures.
_dDunbeath : Whittles, 2010
_z9781904445920
_w(OCoLC)489636904
856 4 0 _uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio11220986
_zACADEMIC - Civil Engineering & Construction Materials
942 _2lcc
_cBK
999 _c2333
_d2333