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STEEL DESIGNERS’ HANDBOOK
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STEEL DESIGNERS’ HANDBOOK A UNSW Press book Published by University of New South Wales Press Ltd University of New South Wales Sydney NSW 2052 AUSTRALIA www.unswpress.com.au ©B.E. Gorenc, R. Tinyou and A.A. Syam 2005 First published 1970 Second edition 1973 Third edition 1976 Fourth edition 1981 Fifth edition 1984, reprinted with minor revisions 1989 Sixth edition 1996, reprinted 2001, 2004 Seventh edition 2005 This book is copyright. Apart from any fair dealing for the purpose of private study, research, criticism or review, as permitted under the Copyright Act, no part may be reproduced by any process without written permission. Inquiries should be addressed to the publisher. Preface ix chapter 1 Introduction 1 1.1 Developments in steel structures 1 1.2 Engineering design process 2 1.3 Standards and codes of practice 4 1.4 General structural design principles 5 1.5 Limit states design method 5 1.6 Combination of actions 8 1.7 Strength limit state 9 1.8 Serviceability limit state 10 1.9 Other limit states 11 1.10 Other features of AS 4100 11 1.11 Criteria for economical design and detailing 11 1.12 Design aids 13 1.13 Glossary of limit states design terms 13 1.14 Further reading 14 chapter 2 Material & Design Requirements 15 2.1 Steel products 15 2.2 Physical properties of steel 16 2.3 Steel types and grades 19 2.4 Scope of material and design codes 24 2.5 Material properties and characteristics in AS 4100 24 2.6 Strength limit state capacity reduction factor φ 25 2.7 Brittle fracture 26 2.8 Further reading 28 chapter 3 Design Actions 29 3.1 General 29 3.2 Permanent actions 29 3.3 Imposed actions 32 3.4 Wind actions 33 3.5 Earthquake actions 35 3.6 Other actions 36 3.7 Notional horizontal forces 37 Contents 3.8 Temperature actions 37 3.9 Silo loads 38 3.10 Crane and hoist loads 38 3.11 Design action combinations 38 3.12 Further reading 38 chapter 4 Structural Analysis 39 4.1 Calculation of design action effects 39 4.2 Forms of structure vs analysis method 40 4.3 Calculation of second-order effects 43 4.4 Moment amplification method in detail 45 4.5 Elastic flexural buckling load of a member 50 4.6 Calculation of factor for unequal end moments cm 53 4.7 Examples 55 4.8 Summary 62 4.9 Further reading 63 chapter 5 Beams & Girders 64 5.1 Types of members subject to bending 64 5.2 Flexural member behaviour 66 5.3 Bending moment capacity 66 5.4 Beam segments and restraints 68 5.5 Detailed design procedure 74 5.6 Monosymmetrical I-section beams 84 5.7 Biaxial bending and bending with axial force 85 5.8 Web shear capacity and web stiffeners 86 5.9 Composite steel and concrete systems 98 5.10 Design for serviceability 99 5.11 Design for economy 99 5.12 Examples 100 5.13 Further reading 129 chapter 6 Compression & Beam-Column Members 131 6.1 Types of compression members 131 6.2 Members loaded only axially 132 6.3 Design of beam-columns 143 6.4 Struts in triangulated structures 150 6.5 Battened and laced struts 151 6.6 Composite steel and concrete columns 154 6.7 Restraining systems for columns and beam-columns 155 6.8 Economy in the design 156 6.9 Examples 159 6.10 Further reading 175 vi S T E E L D E S I G N E R S ’ H A N D B O O K chapter 7 Tension Members 176 7.1 Types of tension members 176 7.2 Types of construction 177 7.3 Evaluation of load effects 178 7.4 Verification of member capacity 179 7.5 End connection fasteners and detailing 183 7.6 Steel rods 186 7.7 Steel wire ropes 186 7.8 Examples 189 7.9 Further reading 193 chapter 8 Connections 194 8.1 Connection and detail design 194 8.2 Bolted connections 197 8.3 Design and verification of bolted connections 208 8.4 Connected plate elements 215 8.5 Welded connections 217 8.6 Types of welded joints 229 8.7 Structural design of simple welds 233 8.8 Analysis of weld groups 236 8.9 Design of connections as a whole 239 8.10 Miscellaneous connections 243 8.11 Examples 250 8.12 Further reading 263 chapter 9 Plastic Design 264 9.1 Basic concepts 264 9.2 Plastic analysis 265 9.3 Member design 267 9.4 Beams 270 9.5 Beam-columns 271 9.6 Deflections 274 9.7 Portal frame analysis 275 9.8 Examples 276 9.9 Further reading 278 chapter 10 Structural Framing 279 10.1 Introduction 279 10.2 Mill-type buildings 281 10.3 Roof trusses 283 10.4 Portal frames 289 10.5 Steel frames for low-rise buildings 294 10.6 Purlins and girts 297 C O N T E N T S vii 10.7 Floor systems for industrial buildings 300 10.8 Crane runway girders 302 10.9 Deflection limits 304 10.10 Fire resistance 306 10.11 Fatigue 307 10.12 Corrosion protection 318 10.13 Further reading 320 Appendix A Bibliography 322 A.1 Contents 322 A.2 Standard and codes 322 A.3 References 325 A.4 Computer software 330 A.5 Steel manufacturer/supplier websites 331 A.6 Steel industry association websites 331 Appendix B Elastic Design Method 332 B.1 Contents 332 B.2 Introduction 332 B.3 Elastic section properties 333 B.4 Biaxial and triaxial stresses 337 B.5 Stresses in connection elements 339 B.6 Unsymmetrical bending 339 B.7 Beams subject to torsion 340 B.8 Further reading 350 Appendix C Design Aids 352 C.1 Contents 352 C.2 Beam formulae: Moments, shear forces & deflections 353 C.3 Section properties & AS 4100 design section capacities 362 C.4 Miscellaneous cross-section parameters 382 C.5 Information on other construction materials 384 C.6 General formulae—miscellaneous 387 C.7 Conversion factors 389 Notation 394 Index 406  截图00.jpg |
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