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Steel Designers' Manual


Steel Designers' Manual


7. Aufl.

von: SCI (Steel Construction Institute), Buick Davison, Graham W. Owens

71,99 €

Verlag: Wiley-Blackwell
Format: EPUB
Veröffentl.: 15.12.2011
ISBN/EAN: 9781444344851
Sprache: englisch
Anzahl Seiten: 1408

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Beschreibungen

In 2010 the then current European national standards for building and construction were replaced by the EN Eurocodes, a set of pan-European model building codes developed by the European Committee for Standardization. The Eurocodes are a series of 10 European Standards (EN 1990 – EN 1999) that provide a common approach for the design of buildings, other civil engineering works and construction products. The design standards embodied in these Eurocodes will be used for all European public works and are set to become the de-facto standard for the private sector in Europe, with probable adoption in many other countries. <p>This classic manual on structural steelwork design was first published in 1955, since when it has sold many tens of thousands of copies worldwide. For the seventh edition of the <i>Steel Designers' Manual</i> all chapters have been comprehensively reviewed, revised to ensure they reflect current approaches and best practice, and brought in to compliance with EN 1993: Design of Steel Structures (the so-called Eurocode 3).</p>
<p>Introduction to the seventh edition xv</p> <p>Contributors xix</p> <p><b>Introduction</b></p> <p><b>1 Introduction – designing to the Eurocodes 1</b></p> <p>1.1 Introduction 1</p> <p>1.2 Creation of the Eurocodes 2</p> <p>1.3 Structure of the Eurocodes 2</p> <p>1.4 Non-contradictory complementary information – NCCI 5</p> <p>1.5 Implementation in the UK 5</p> <p>1.6 Benefits of designing to the Eurocodes 6</p> <p>1.7 Industry support for the introduction of the Eurocodes 7</p> <p>1.8 Conclusions 8</p> <p><b>2 Integrated design for successful steel construction 10</b></p> <p>2.1 Client requirements for whole building performance, value and impact 10</p> <p>2.2 Design for sustainability 19</p> <p>2.3 Design for overall economy 27</p> <p>2.4 Conclusions 33</p> <p>References to Chapter 2 34</p> <p><b>3 Loading to the Eurocodes 35</b></p> <p>3.1 Imposed loads 35</p> <p>3.2 Imposed loads on roofs 38</p> <p>3.3 Snow loads 39</p> <p>3.4 Accidental actions 52</p> <p>3.5 Combinations of actions 54</p> <p>References to Chapter 3 60</p> <p>Worked example 61</p> <p><b>Design Synthesis</b></p> <p><b>4 Single-storey buildings 65</b></p> <p>4.1 The roles for steel in single-storey buildings 65</p> <p>4.2 Design for long term performance 66</p> <p>4.3 Anatomy of structure 70</p> <p>4.4 Loading 78</p> <p>4.5 Common types of primary frame 80</p> <p>4.6 Preliminary design of portal frames 90</p> <p>4.7 Bracing 101</p> <p>4.8 Design of portal frames to BS EN 1993-1-1 109</p> <p>References to Chapter 4 127</p> <p>Worked example 128</p> <p><b>5 Multi-storey buildings 134</b></p> <p>5.1 Introduction 134</p> <p>5.2 Costs and construction programme 135</p> <p>5.3 Understanding the design brief 137</p> <p>5.4 Structural arrangements to resist sway 140</p> <p>5.5 Stabilising systems 150</p> <p>5.6 Columns 154</p> <p>5.7 Floor systems 157</p> <p>References to Chapter 5 169</p> <p><b>6 Industrial steelwork 171</b></p> <p>6.1 Introduction 171</p> <p>6.2 Anatomy of structure 181</p> <p>6.3 Loading 195</p> <p>6.4 Thermal effects 201</p> <p>6.5 Crane girder/lifting beam design 202</p> <p>6.6 Structure in its wider context 204</p> <p>References to Chapter 6 205</p> <p>Further reading for Chapter 6 205</p> <p><b>7 Special steel structures 207</b></p> <p>7.1 Introduction 207</p> <p>7.2 Space frame structures: 3-dimensional grids based on regular solids 208</p> <p>7.3 Lightweight tension steel cable structures 210</p> <p>7.4 Lightweight compression steel structures 219</p> <p>7.5 Steel for stadiums 226</p> <p>7.6 Information and process in the current digital age – the development of technology 228</p> <p>References to Chapter 7 235</p> <p>Further reading for Chapter 7 236</p> <p><b>8 Light steel structures and modular construction 238</b></p> <p>8.1 Introduction 238</p> <p>8.2 Building applications 242</p> <p>8.3 Benefits of light steel construction 245</p> <p>8.4 Light steel building elements 248</p> <p>8.5 Modular construction 252</p> <p>8.6 Hybrid construction 257</p> <p>8.7 Structural design issues 260</p> <p>8.8 Non-structural design issues 264</p> <p>References to Chapter 8 270</p> <p><b>9 Secondary steelwork 271</b></p> <p>9.1 Introduction 271</p> <p>9.2 Issues for consideration 271</p> <p>9.3 Applications 280</p> <p>References to Chapter 9 303</p> <p><b>Applied Metallurgy</b></p> <p><b>10 Applied metallurgy of steel 305</b></p> <p>10.1 Introduction 305</p> <p>10.2 Chemical composition 306</p> <p>10.3 Heat treatment 309</p> <p>10.4 Manufacture and effect on properties 315</p> <p>10.5 Engineering properties and mechanical tests 319</p> <p>10.6 Fabrication effects and service performance 321</p> <p>10.7 Summary 327</p> <p>References to Chapter 10 329</p> <p>Further reading for Chapter 10 330</p> <p><b>11 Failure processes 331</b></p> <p>11.1 Fracture 331</p> <p>11.2 Linear elastic fracture mechanics 335</p> <p>11.3 Elastic-plastic fracture mechanics 337</p> <p>11.4 Materials testing for fracture properties 340</p> <p>11.5 Fracture-safe design 343</p> <p>11.6 Fatigue 345</p> <p>11.7 Final comments 356</p> <p>References to Chapter 11 357</p> <p>Further reading for Chapter 11 358</p> <p><b>Analysis</b></p> <p><b>12 Analysis 359</b></p> <p>12.1 Introduction 359</p> <p>12.2 The basics 360</p> <p>12.3 Analysis and design 364</p> <p>12.4 Analysis by hand 368</p> <p>12.5 Analysis by software 371</p> <p>12.6 Analysis of multi-storey buildings 381</p> <p>12.7 Portal frame buildings 391</p> <p>12.8 Special structural members 404</p> <p>12.9 Very important issues 425</p> <p>References to Chapter 12 427</p> <p><b>13 Structural vibration 430</b></p> <p>13.1 Introduction 430</p> <p>13.2 Causes of vibration 432</p> <p>13.3 Perception of vibration 433</p> <p>13.4 Types of response 436</p> <p>13.5 Determining the modal properties 437</p> <p>13.6 Calculating vibration response 443</p> <p>13.7 Acceptability criteria 449</p> <p>13.8 Practical considerations 450</p> <p>13.9 Synchronised crowd activities 452</p> <p>References to Chapter 13 452</p> <p><b>Element Design</b></p> <p><b>14 Local buckling and cross-section classification 454</b></p> <p>14.1 Introduction 454</p> <p>14.2 Cross-sectional dimensions and moment-rotation behaviour 457</p> <p>14.3 Effect of moment-rotation behaviour on approach to design and analysis 461</p> <p>14.4 Classification table 462</p> <p>14.5 Economic factors 462</p> <p>References to Chapter 14 463</p> <p><b>15 Tension members 464</b></p> <p>15.1 Introduction 464</p> <p>15.2 Types of tension member 464</p> <p>15.3 Design for axial tension 465</p> <p>15.4 Combined bending and tension 468</p> <p>15.5 Eccentricity of end connections 471</p> <p>15.6 Other considerations 472                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   </p> <p>15.7 Cables 473</p> <p>Further reading for Chapter 15 476</p> <p><b>16 Columns and struts 477</b></p> <p>16.1 Introduction 477</p> <p>16.2 Common types of member 477</p> <p>16.3 Design considerations 478</p> <p>16.4 Cross-sectional considerations 480</p> <p>16.5 Column buckling resistance 484</p> <p>16.6 Torsional and flexural-torsional buckling 486</p> <p>16.7 Effective (buckling) lengths L <sub>cr</sub> 487</p> <p>16.8 Special types of strut 493</p> <p>16.9 Economic points 496</p> <p>References to Chapter 16 497</p> <p>Further reading for Chapter 16 497</p> <p>Worked example 498</p> <p><b>17 Beams 503</b></p> <p>17.1 Introduction 503</p> <p>17.2 Common types of beam 503</p> <p>17.3 Cross-section classification and moment resistance M <sub>c,Rd</sub> 506</p> <p>17.4 Basic design 507</p> <p>17.5 Laterally unrestrained beams 513</p> <p>17.6 Beams with web openings 520</p> <p>References to Chapter 17 521</p> <p>Worked example 522</p> <p><b>18 Plate girders 533</b></p> <p>18.1 Introduction 533</p> <p>18.2 Advantages and disadvantages 533</p> <p>18.3 Initial choice of cross-section for plate girders 534</p> <p>18.4 Design of plate girders to BS EN 1993-1-5 536</p> <p>References to Chapter 18 552</p> <p>Worked example 553</p> <p><b>19 Members with compression and moments 563</b></p> <p>19.1 Occurrence of combined loading 563</p> <p>19.2 Types of response – interaction 564</p> <p>19.3 Effect of moment gradient loading 570</p> <p>19.4 Selection of type of cross-section 574</p> <p>19.5 Basic design procedure to Eurocode 3 575</p> <p>19.6 Special design methods for members in portal frames 577</p> <p>References to Chapter 19 584</p> <p>Further reading for Chapter 19 585</p> <p>Worked example 586</p> <p><b>20 Trusses 600</b></p> <p>20.1 Introduction 600</p> <p>20.2 Types of truss 600</p> <p>20.3 Guidance on overall concept 602</p> <p>20.4 Selection of elements and connections 603</p> <p>20.5 Analysis of trusses 604</p> <p>20.6 Detailed design considerations for elements 607</p> <p>20.7 Bracing 609</p> <p>20.8 Rigid-jointed Vierendeel girders 610</p> <p>References to Chapter 20 612</p> <p>Worked example 613</p> <p><b>21 Composite slabs 623</b></p> <p>21.1 Definition 623</p> <p>21.2 General description 623</p> <p>21.3 Design for the construction condition 626</p> <p>21.4 Design of composite slabs 628</p> <p>21.5 Design for shear and concentrated loads 633</p> <p>21.6 Tests on composite slabs 635</p> <p>21.7 Serviceability limits and crack control 636</p> <p>21.8 Shrinkage and creep 638</p> <p>21.9 Fire resistance 639</p> <p>References for Chapter 21 640</p> <p>Worked example 641</p> <p><b>22 Composite beams 647</b></p> <p>22.1 Introduction 647</p> <p>22.2 Material properties 649</p> <p>22.3 Composite beams 651</p> <p>22.4 Plastic analysis of composite section 654</p> <p>22.5 Shear resistance 658</p> <p>22.6 Shear connection 659</p> <p>22.7 Full and partial shear connection 664</p> <p>22.8 Transverse reinforcement 669</p> <p>22.9 Primary beams and edge beams 672</p> <p>22.10 Continuous composite beams 673</p> <p>22.11 Serviceability limit states 675</p> <p>22.12 Design tables for composite beams 680</p> <p>References to Chapter 22 682</p> <p>Worked example 684</p> <p><b>23 Composite columns 701</b></p> <p>23.1 Introduction 701</p> <p>23.2 Design of composite columns 702</p> <p>23.3 Simplified design method 704</p> <p>23.4 Illustrative examples of design of composite columns 718</p> <p>23.5 Longitudinal and transverse shear forces 720</p> <p>References to Chapter 23 722</p> <p>Worked example 723</p> <p><b>24 Design of light gauge steel elements 733</b></p> <p>24.1 Introduction 733</p> <p>24.2 Section properties 736</p> <p>24.3 Local buckling 741</p> <p>24.4 Distortional buckling 744</p> <p>24.5 Design of compression members 748</p> <p>24.6 Design of members in bending 751</p> <p>References to Chapter 24 756</p> <p>Worked example 757</p> <p><b>Connection Design</b></p> <p><b>25 Bolting assemblies 769</b></p> <p>25.1 Types of structural bolting assembly 769</p> <p>25.2 Methods of tightening and their application 771</p> <p>25.3 Geometric considerations 772</p> <p>25.4 Methods of analysis of bolt groups 774</p> <p>25.5 Design strengths 778</p> <p>25.6 Tables of resistance 783</p> <p>References to Chapter 25 783</p> <p>Further reading for Chapter 25 784</p> <p><b>26 Welds and design for welding 785</b></p> <p>26.1 Advantages of welding 785</p> <p>26.2 Ensuring weld quality and properties by the use of standards 786</p> <p>26.3 Recommendations for cost reduction 792</p> <p>26.4 Welding processes 797</p> <p>26.5 Geometric considerations 803</p> <p>26.6 Methods of analysis of weld groups 804</p> <p>26.7 Design strengths 807</p> <p>26.8 Concluding remarks 809</p> <p>References to Chapter 26 810</p> <p><b>27 Joint design and simple connections 812</b></p> <p>27.1 Introduction 812</p> <p>27.2 Simple connections 820</p> <p>References to Chapter 27 842</p> <p>Worked example 844</p> <p><b>28 Design of moment connections 868</b></p> <p>28.1 Introduction 868</p> <p>28.2 Design philosophy 869</p> <p>28.3 Tension zone 870</p> <p>28.4 Compression zone 876</p> <p>28.5 Shear zone 878</p> <p>28.6 Stiffeners 879</p> <p>28.7 Design moment of resistance of end-plate joints 879</p> <p>28.8 Rotational stiffness and rotation capacity 882</p> <p>28.9 Summary 883</p> <p>References to Chapter 28 883</p> <p><b>Foundations</b></p> <p><b>29 Foundations and holding-down systems 885</b></p> <p>29.1 Types of foundation 885</p> <p>29.2 Design of foundations 887</p> <p>29.3 Fixed and pinned column bases 891</p> <p>29.4 Pinned column bases – axially loaded I-section columns 891</p> <p>29.5 Design of fixed column bases 902</p> <p>29.6 Holding-down systems 906</p> <p>References to Chapter 29 908</p> <p>Further reading for Chapter 29 909</p> <p>Worked example 910</p> <p><b>30 Steel piles and steel basements 916</b></p> <p>30.1 Introduction 916</p> <p>30.2 Types of steel piles 916</p> <p>30.3 Geotechnical uncertainty 920</p> <p>30.4 Choosing a steel basement 923</p> <p>30.5 Detailed basement design: Introduction 929</p> <p>30.6 Detailed basement designs: Selection of soil parameters 934</p> <p>30.7 Detailed basement design: Geotechnical analysis 937</p> <p>30.8 Detailed basement design: Structural design 943</p> <p>30.9 Other design details 949</p> <p>30.10 Constructing a steel basement: Pile installation techniques 950</p> <p>30.11 Specification and site control 953</p> <p>30.12 Movement and monitoring 955</p> <p>References to Chapter 30 956</p> <p>Further reading for Chapter 30 957</p> <p><b>Construction</b></p> <p><b>31 Design for movement in structures 959</b></p> <p>31.1 Introduction 959</p> <p>31.2 Effects of temperature variation 961</p> <p>31.3 Spacing of expansion joints 962</p> <p>31.4 Design for movement in typical single-storey industrial steel buildings 962</p> <p>31.5 Design for movement in typical multi-storey buildings 964</p> <p>31.6 Treatment of movement joints 965</p> <p>31.7 Use of special bearings 967</p> <p>References to Chapter 31 969</p> <p><b>32 Tolerances 970</b></p> <p>32.1 Introduction 970</p> <p>32.2 Standards 972</p> <p>32.3 Implications of tolerances 974</p> <p>32.4 Fabrication tolerances 976</p> <p>32.5 Erection tolerances 982</p> <p>References to Chapter 32 1000</p> <p>Further reading for Chapter 32 1000</p> <p><b>33 Fabrication 1002</b></p> <p>33.1 Introduction 1002</p> <p>33.2 Economy of fabrication 1002</p> <p>33.3 Welding 1009</p> <p>33.4 Bolting 1009</p> <p>33.5 Cutting 1012</p> <p>33.6 Handling and routeing of steel 1016</p> <p>33.7 Quality management 1020</p> <p>References to Chapter 33 1023</p> <p>Further reading for Chapter 33 1023</p> <p><b>34 Erection 1024</b></p> <p>34.1 Introduction 1024</p> <p>34.2 Method statements, regulations and documentation 1025</p> <p>34.3 Planning 1026</p> <p>34.4 Site practices 1029</p> <p>34.5 Site fabrication and modifications 1035</p> <p>34.6 Steel decking and shear connectors 1037</p> <p>34.7 Cranes and craneage 1038</p> <p>34.8 Safety 1048</p> <p>34.9 Accidents 1055</p> <p>References to Chapter 34 1056</p> <p>Further reading for Chapter 34 1056</p> <p><b>35 Fire protection and fire engineering 1057</b></p> <p>35.1 Introduction 1057</p> <p>35.2 Building regulations 1057</p> <p>35.3 Fire engineering design codes 1058</p> <p>35.4 Structural performance in fire 1062</p> <p>35.5 Fire protection materials 1072</p> <p>35.6 Advanced fire engineering 1073</p> <p>35.7 Selection of an appropriate approach to fire protection and fire engineering for specific buildings 1078</p> <p>References to Chapter 35 1078</p> <p>Worked example 1081</p> <p><b>36 Corrosion and corrosion prevention 1088</b></p> <p>36.1 Introduction 1088</p> <p>36.2 General corrosion 1089</p> <p>36.3 Other forms of corrosion 1090</p> <p>36.4 Corrosion rates 1091</p> <p>36.5 Effect of the environment 1091</p> <p>36.6 Design and corrosion 1092</p> <p>36.7 Surface preparation 1093</p> <p>36.8 Metallic coatings 1095</p> <p>36.9 Paint coatings 1097</p> <p>36.10 Application of paints 1101</p> <p>36.11 Weather-resistant steels 1102</p> <p>36.12 The protective treatment specification 1104</p> <p>Relevant standards 1107</p> <p><b>Appendix 1110</b></p> <p><b>Steel technology</b></p> <p>Elastic properties 1111</p> <p>European standards for structural steels 1112</p> <p><b>Design theory</b></p> <p>Bending moment, shear and deflection 1115</p> <p>Second moments of area 1143</p> <p>Geometrical properties of plane sections 1151</p> <p>Plastic moduli 1154</p> <p>Formulae for rigid frames 1157</p> <p><b>Design of elements and connections</b></p> <p>Explanatory notes on section dimensions and properties 1175</p> <p>Tables of dimensions and gross section properties 1193</p> <p>Bolt and Weld Data for S 275 1259</p> <p>Bolt and Weld Data for S 355 1274</p> <p><b>Eurocodes</b></p> <p>Extracts from Concise Eurocodes 1289</p> <p><b>Floors</b></p> <p>Floor plates 1309</p> <p><b>Construction</b></p> <p>Fire resistance 1312</p> <p>Section factors for fire design 1332</p> <p>Corrosion resistance 1337</p> <p><b>Standards</b></p> <p>British and European Standards for steelwork 1340</p> <p>Index 1351</p>
The <b>Steel Construction Institute (SCI)</b> is the leading, independent provider of technical expertise and disseminator of best practice to the steel construction sector. <p><b>Buick Davidson</b> is a Senior Lecturer in the Department of Civil and Structural Engineering at the University of Sheffield.</p> <p><b>Graham Owens</b> was, until recently, Director of the SCI and he is now a consultant for the SCI.</p>
<p>In 2010 the then current Euriopean national standards for building and construction were replaced by the EN eurocodes, a set of Pan-european model building codes developed by the European Committee for Standardization. The eurocodes are a series of 10 European Standards(EN 1990 – EN 1999) that provide a common approach for the design of buildings, other civil engineering works and construction products. The design standards embodied in these Eurocodes will be used for all European public works and are set to become the de-facto standard for the private sector in europe, with probable adoption in many other countries. <p>This classic manual on structural steelwork design was first published in 1955, since when it has sold many tens of thousands of copies worldwide. For the seventh edition of the <i>Steel Designers' Manual</i>, all chapters have been comprehensively reviewed, revised to ensure they reflect current approaches and best practice and brought into compliance with EN 1993: Design of Steel Structures (the so-called Eurocode 3). <p><b>The Steel Construction Institute (SCI)</b> is the leading, independent provider of technical expertise and disseminator of best practice to the steel construction sector.

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