05601nam 2200685 450 99621789960331620230725054439.01-283-43208-097866134320871-62198-006-53-433-60109-73-433-60113-5(CKB)2550000000079241(EBL)838191(OCoLC)773565373(SSID)ssj0000715516(PQKBManifestationID)11400819(PQKBTitleCode)TC0000715516(PQKBWorkID)10704165(PQKB)11663844(MiAaPQ)EBC838191(EXLCZ)99255000000007924120160817h20102010 uy 0engur|n|---|||||txtccrDesign of steel structuresPart 1-1General rules and rules for buildings Eurocode 3 : design of steel structures /Luís Simões da Silva, Rui Simões, Helena GervásioFirst edition.Berlin, [Germany] :European Convention for Constructional Steelwork :Ernst & Sohn,2010.©20101 online resource (456 p.)ECCS Eurocode Design ManualsDescription based upon print version of record.3-433-02973-3 Includes bibliographical references.Title Page; Foreword; Preface; Chapter 1:Introduction; 1.1. general observations; 1.2. codes of practice and normalization; 1.2.1. Introduction; 1.2.2. eurocode 3; 1.2.3. other standards; 1.3. basis of design; 1.3.1. Basic concepts; 1.3.2. reliability management; 1.3.3. basic variables; 1.3.3.1. Introduction; 1.3.3.2. Actions and environmental influences; 1.3.3.3. Material properties; 1.3.3.4. Geometrical data; 1.3.4. ultimate limit states; 1.3.5. serviceability limit states; 1.3.6. durability; 1.3.7. sustainability; 1.4. materials; 1.4.1. Material specification; 1.4.2. mechanical properties1.4.3. toughness and through thickness properties1.4.4. fatigue properties; 1.4.5. corrosion resistance; 1.5. geometric characteristics and tolerances; Chapter 2: Structural Analysis; 2.1. introduction; 2.2. structural modelling; 2.2.1. Introduction; 2.2.2. choice of member axis; 2.2.3. influence of eccentricities and supports; 2.2.4. non-prismatic members and members with curved axis; 2.2.5. influence of joints; 2.2.6. combining beam elements together with two and three dimensional elements; 2.2.7. worked examples; 2.3. global analysis of steel structures; 2.3.1. Introduction2.3.2. structural stability of frames2.3.2.1. introduction; 2.3.2.2. elastic critical load; 2.3.2.3. 2nd order analysis; 2.3.3. imperfections; 2.3.4. worked example; 2.4. classification of cross sections; Chapter 3: Design of Members; 3.1. introduction; 3.1.1. General; 3.1.2. resistance of cross sections; 3.1.2.1. general criteria; 3.1.2.2. section properties; 3.1.3. buckling resistance of members; 3.2. tension; 3.2.1. Behaviour in tension; 3.2.2. design for tensile force; 3.2.3. worked examples; 3.3. laterally restrained beams; 3.3.1. Introduction; 3.3.2. design for bending3.3.2.1. elastic and plastic bending moment resistance3.3.2.2. uniaxial bending; 3.3.2.3. bi-axial bending; 3.3.2.4. net area in bending; 3.3.3. design for shear; 3.3.4. design for combined shear and bending; 3.3.5. worked examples; 3.4. torsion; 3.4.1. Theoretical background; 3.4.1.1. introduction; 3.4.1.2. uniform torsion; 3.4.1.3. non-uniform torsion; 3.4.1.4. cross section resistance in torsion; 3.4.2. design for torsion; 3.4.3. worked examples; 3.5. compression; 3.5.1. Theoretical background; 3.5.1.1. introduction; 3.5.1.2. elastic critical load3.5.1.3. effect of imperfections and plasticity3.5.2. design for compression; 3.5.3. worked examples; 3.6. laterally unrestrained beams; 3.6.1. Introduction; 3.6.2. lateral-torsional buckling; 3.6.2.1. introduction; 3.6.2.2. elastic critical moment; 3.6.2.3 effect of imperfections and plasticity; 3.6.3. lateral-torsional buckling resistance; 3.6.4. worked examples example; 3.7. beam-columns; 3.7.1. Introduction; 3.7.2. cross section resistance; 3.7.2.1. theoretical background; 3.7.2.2. design resistance; 3.7.3. buckling resistance; 3.7.3.1. theoretical background; 3.7.3.2. design resistance3.7.4. worked examplesThis book introduces the fundamental design concept of Eurocode 3 for current steel structures in building construction, and their practical application.Following a discussion of the basis of design, including the principles of reliability management and the limit state approach, the material standards and their use are detailed. The fundamentals of structural analysis and modeling are presented, followed by the design criteria and approaches for various types of structural members. The theoretical basis and checking procedures are closely tied to the Eurocode requirements. The following cECCS Eurocode design manuals.Building, Iron and steelStandardsEuropeSteel, StructuralStandardsEuropeBuilding, Iron and steelStandardsSteel, StructuralStandards624.1821Silva Luis Simões da883135Simões RuiGervásio HelenaMiAaPQMiAaPQMiAaPQBOOK996217899603316Design of steel structures3071797UNISA