LEADER 05433nam 2200697 450 001 9910139671903321 005 20220625182326.0 010 $a3-433-60115-1 010 $a1-283-43209-9 010 $a9786613432094 010 $a1-62198-008-1 010 $a3-433-60114-3 010 $a3-433-60117-8 035 $a(CKB)2550000000079303 035 $a(EBL)838192 035 $a(OCoLC)773565375 035 $a(SSID)ssj0000589741 035 $a(PQKBManifestationID)11941218 035 $a(PQKBTitleCode)TC0000589741 035 $a(PQKBWorkID)10656828 035 $a(PQKB)10689440 035 $a(MiAaPQ)EBC838192 035 $a(MiAaPQ)EBC6735454 035 $a(Au-PeEL)EBL6735454 035 $a(OCoLC)1273978731 035 $a(EXLCZ)992550000000079303 100 $a20220625d2010 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDesign of plated structures $eeurocode 3: design of steel structures : Part 1-5 design of plated structures /$fDarko Beg [and three others] 205 $aFirst edition. 210 1$aBerlin :$cECCS :$cWilhelm Ernst & Sohn Verlag,$d[2010] 210 4$dİ2010 215 $a1 online resource (291 p.) 225 1 $aECCS Eurocode design manuals 300 $aDescription based upon print version of record. 311 $a3-433-02980-6 320 $aIncludes bibliographical references. 327 $aTitle Page; Table Of Contents; Foreword; Preface; Symbols; Chapter 1: Introduction; 1.1 Plate Buckling In Steel Structures; 1.2 Purpose Of This Book; 1.3 Structure Of This Book; Chapter 2: Overview Of Design Rules; 2.1 Introduction; 2.2 Basis Of Design And Modelling; 2.2.1 General; 2.2.2 Effective width models for global analysis; 2.2.3 Uniform and non-uniform members; 2.2.4 Reduced stress method; 2.3 Shear Lag In Member Design; 2.3.1 Phenomenon; 2.3.2 Shear lag in global analysis (calculation of internal forces and moments) 327 $a2.3.3 Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS)2.3.4 Elastoplastic shear lag in section analysis (calculation of stresses at ULS); 2.3.5 Interaction between shear lag and plate buckling at ULS; 2.3.6 Design examples; 2.4 Plate Buckling Effects Due To Direct Stresses (Including Annexes A And E Where Applicable); 2.4.1 Introduction; 2.4.2 Effective width method; 2.4.2.1 General requirements; 2.4.2.2 Principles of effective width calculation; 2.4.2.3 Hybrid girders; 2.4.2.4 Plate-like and column-like buckling; 2.4.3 Plate-like buckling 327 $a2.4.3.1 Unstiffened plates2.4.3.2 Longitudinally stiffened plates; 2.4.4 Column-like buckling; 2.4.4.1 Unstiffened plates; 2.4.4.2 Longitudinally stiffened plates; 2.4.5 Interpolation between plate-like and column-like buckling; 2.4.6 Verification of the cross section resistance in ultimate limit states; 2.4.7 Verification of plated structural elements in the serviceability limit states; 2.4.8 Design examples; 2.5 Resistance To Shear (Including Annex A Where Applicable); 2.5.1 Collapse behaviour; 2.5.2 Design according to section 5, EN 1993-1-5; 2.5.3 Design example 327 $a2.6 Resistance To Transverse Loading2.6.1 Collapse behaviour; 2.6.2 Design according to section 6, EN 1993-1-5; 2.6.3 Design examples; 2.7 Interaction; 2.7.1 Interaction between bending moment and shear force in a web panel; 2.7.2 Interaction between axial force, bending moment and shear force in a web panel; 2.7.3 Interaction between axial force, bending moment and shear force in a flange panel; 2.7.4 Interaction between axial force, bending moment and transverse force; 2.7.5 Interaction between shear force and transverse force in a web panel; 2.7.6 Design example 327 $a2.8 Flange Induced Buckling2.9 Stiffeners And Detailing; 2.9.1 Introduction; 2.9.2 Transverse stiffeners; 2.9.2.1 Direct stresses; 2.9.2.2 Shear; 2.9.2.3 Simultaneous action of direct stresses and shear; 2.9.2.4 Introduction of reaction forces and other large transverse forces; 2.9.3 Longitudinal stiffeners; 2.9.3.1 Direct stresses; 2.9.3.2 Shear; 2.9.4 Torsional buckling of stiffeners; 2.9.5 Structural detailing related to plate buckling; 2.9.5.1 Transverse welds in the plate; 2.9.5.2 Cut-outs in stiffeners; 2.9.5.3 Welds; 2.9.6 Design examples 327 $a2.10 Reduced Stress Method (Including Annexes A And B Where Applicable) 330 $aThe main aim of this book is to provide practical advice to designers of plated structures for correct and efficient application of EN 1993-1-5 design rules. In chapter 1 the purpose, the scope and the structure of the book is explained. In chapter 2 a rather detailed and commented overview of EN 1993-1-5 design rules is given following the structure of the standard. Shear lag effect as well as plate buckling problems due to direct stresses, shear forces, transverse forces and interactions of these effects are covered. This chapter also includes a reduced stress method and a finite element ana 410 0$aECCS Eurocode design manuals. 606 $aBuilding, Iron and steel 608 $aElectronic books. 615 0$aBuilding, Iron and steel. 676 $a624.1821 700 $aBeg$b Darko$0978654 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910139671903321 996 $aDesign of plated structures$92230594 997 $aUNINA LEADER 01848nas 2200553-a 450 001 9910145820503321 005 20240413012651.0 035 $a(CKB)991042754203324 035 $a(CONSER)sn-98038363- 035 $a(EXLCZ)99991042754203324 100 $a19980119b19982013 --- a 101 0 $aeng 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 04$aThe time almanac 210 $aBoston $cInformation Please LLC 215 $a1 online resource 300 $a"With Information Please", <2000>-2007; "Powered by Encyclopedia Britannica", 2008- 300 $aPublished by: Encyclopedia Britannica and Time Home Entertainment, 2008- 311 $aPrint version: The time almanac. 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