Steel Structures Practical Design Studies Fourth Edition
Contents
1 Introduction to structural design: The meaning, the purpose and the limits of structural design – general
1.1 Introduction 1
1.2 Phases of structural design 1
1.2.1 Basic considerations concerning the structural design process 3
1.3 The meanings of structural design 3
1.4 Can structural design be taught? 4
1.5 Databases and expert systems in structural design 5
1.6 The importance of the computer modelling process 5
2 Steel structures – structural engineering
2.1 Need for and use of structures 9
2.2 Structural materials – types and uses 10
2.3 Types of structures 11
2.3.1 General types of structures 11
2.3.2 Steel structures 12
2.4 Foundations 14
2.5 Structural engineering 15
2.6 Conceptual design, innovation and planning 17
2.7 Comparative design and optimization 19
2.8 Load paths, structural idealization and modelling 24
2.9 Drawings, specifications and quantities 27
2.10 Fabrication 30
2.11 Transport and erection 30
3 Structural steel design
3.1 Design theories 33
3.2 Limit states and design basis 37
3.3 Loads, actions and partial safety factors 38
3.4 Structural steels – partial safety factors for materials 40
3.5 Design methods from codes – ultimate limit state 40
3.6 Stability limit state 44
3.7 Design for accidental damage 45
3.8 Serviceability limit states 47
3.9 Design considerations 48
4 Preliminary design
4.1 General considerations 57
4.2 Need for and scope of preliminary design methods 57
4.3 Design concept, modelling and load estimation 58
4.4 Analysis 60
4.5 Element design 66
4.6 Examples 73
5 Single-storey, one-way-spanning buildings 77
5.1 Types of structures 77
5.2 Pinned-base portal – plastic design 78
5.3 Built-up tapered member portal 103
5.4 Two-pinned arch 104
6 Single-storey, one-way-spanning pinned-base portal-plastic design to EC3
6.1 Type of structure 117
6.2 Sway stability 117
6.3 Arching stability check-rafter, snap through 118
6.4 Check the column 119
6.5 Stability of the rafter 127
7 Multistorey buildings
7.1 Outline of designs covered 137
7.2 Building and loads 137
7.3 Simple design centre frame 140
7.4 Braced rigid elastic design 146
7.5 Braced rigid plastic design 157
7.6 Semirigid design 167
7.7 Summary of designs 182
8 Multistorey buildings, simple design to EC3
8.1 Outline of design covered 183
8.2 Simple design centre frame 184
8.3 Braced rigid elastic design/floor beam 10–11–12 190
8.4 Column – upper length 7–10–13, design and checking using EC3 192
and axial compression (Clause 5.5.4 EC3) 193
8.5 Outer column – lower length 1–4–7 195
8.6 Base plate (EC Annex L, Clause L1 EC3) 198
8.7 Joint design (Figure 5.4 EC3) 200
9 Floor systems
9.1 Functions of floor systems 205
9.2 Layouts and framing systems 205
9.3 Types of floor construction 207
9.4 Composite floor slabs 207
9.5 Composite beam design 210
9.6 Simply supported composite beam 215
9.7 Continuous composite beam 219
10 Composite floor system to EC4
10.1 Composite floor and composite beams 235
10.2 Initial selection of the steel beam size 239
10.3 Plastic analysis of composite section 241
10.4 The shear resistance of the composite section 245
10.5 Case study – shear connectors resistance 248
10.6 Checks for serviceability limit state 251
10.7 Check transverse reinforcement 253
10.8 Check shear per unit length, v 254
10.9 Check vibration 254
11 Tall buildings
11.1 General considerations 257
11.2 Structural design considerations 258
11.3 Structural systems 259
11.3.7 SWMB structures 268
11.4 Construction details 268
11.5 Multistorey building – preliminary design 270
12 Wide-span buildings
12.1 Types and characteristics 289
12.2 Tie-stayed roof – preliminary design 292
12.3 Space decks 302
12.4 Preliminary design for a space deck 306
12.5 Framed domes 313
12.6 Schwedler dome 318
12.7 Retractable roof stadium 326
13 Composite steel columns to EC3 and EC4: Theory, uses and practical design studies
13.1 Theory and general requirements 331
13.2 Design notes, partially or totally
encased universal columns 331
13.3 Column symmetric about both axes. General
requirement of BS EC EN 1994-1-1 333
13.4 Axial compression resistance of composite column cross section: Design resistance (χNpl,Rd) 335
13.5 Resistance of composite column cross section in combined compression and bending 335
13.6 Case study 1: Composite column: Compression resistance of cross section 336
13.7 Case study 2: Resistance of composite column in
combined compression and bending about the major axis 338
13.8 Case study 3: Combined compression and biaxial bending 343
14 Steel plate girders: Design to EC3
14.1 General theory, uses and practical examples/applications 349
14.2 Design of plate girder 352
15 Plate girder: Practical design studies
15.1 Total design loads acting on the plate girder 371
15.2 Maximum bending moment acting on the plate girder 371
15.3 Web critical slenderness ratio 371
15.4 Plate girder: Dimensions of cross-section 372
15.5 Check that actual hw/tw ratio < allowable hw/tw 373
15.6 Plate girder cross-section classification 373
15.7 Check plastic moment of resistance of the flanges Mpl,Rd 374
15.8 Maximum shear force 374
15.9 Web design 374
15.10 Plate girder with nonrigid end post 375
15.11 Intermediate stiffener: Buckling check 380
15.12 Plate girder: End stiffener – nonrigid end post 381
15.13 Welding between flange and webs,
Clause 9.3.5-BS EN 1993-1-5 2006(E) 384
15.14 Plate girder with rigid end post 384
15.15 Rigid end post 387
16 Sustainable steel buildings and energy saving
16.1 Sustainable steel buildings 391
16.2 Energy saving and thermal insulation 392
16.3 The U-value 394
16.4 Resistances of surfaces 395
16.5 Resistances of air spaces 395
16.6 Example calculation 395
16.7 Some maximum U-values 396
16.8 Thermal conductivities of commonly used insulating materials 399
16.9 Some typical k-values (W/m K) 399
16.10 Thermal insulation 401
16.11 Acoustic insulation 403
Steel Structures Practical Design Studies
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