| Preface to Third Edition (Eurocodes) |
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xi | |
| Preface to Second Edition |
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xiii | |
| Preface to First Edition |
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xv | |
| Acknowledgements |
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xvii | |
| Text and Illustration Credits |
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xix | |
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1 | (12) |
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1 | (1) |
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Typical metric units for UK structural engineering |
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2 | (1) |
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3 | (1) |
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4 | (1) |
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5 | (1) |
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Construction documentation and procurement |
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6 | (2) |
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8 | (2) |
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Common arrangement of work sections |
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10 | (1) |
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Summary of ACE conditions of engagement |
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11 | (2) |
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2 Statutory Authorities and Permissions |
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13 | (14) |
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13 | (1) |
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Building regulations and standards |
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14 | (3) |
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17 | (1) |
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18 | (1) |
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18 | (1) |
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Archaeology and ancient monuments |
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19 | (2) |
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21 | (3) |
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24 | (1) |
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Building Information Modelling (BIM) |
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25 | (2) |
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27 | (18) |
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27 | (1) |
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28 | (2) |
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Structural movement joints |
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30 | (1) |
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Fire resistance periods for structural elements |
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31 | (1) |
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Typical building tolerances |
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32 | (1) |
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Historical use of building materials |
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33 | (2) |
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35 | (1) |
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Selection of floor construction |
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36 | (1) |
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37 | (4) |
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Temporary/auxiliary works toolkit |
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41 | (4) |
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4 Basic and Shortcut Tools for Structural Analysis |
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45 | (34) |
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Load factors and limit states |
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45 | (1) |
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Geometric section properties |
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46 | (3) |
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49 | (1) |
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49 | (1) |
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50 | (3) |
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Coefficients of linear thermal expansion |
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53 | (1) |
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54 | (1) |
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55 | (1) |
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56 | (1) |
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Beam bending and deflection formulae |
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57 | (5) |
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Clapeyron's equations of three moments |
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62 | (2) |
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Continuous beam bending formulae |
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64 | (1) |
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65 | (2) |
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Rigid frames under lateral loads |
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67 | (3) |
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70 | (4) |
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74 | (1) |
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Taut wires, cables and chains |
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75 | (2) |
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77 | (2) |
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79 | (10) |
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79 | (2) |
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Eurocodes and European public procurement rules |
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81 | (1) |
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Limit state philosophy and Eurocode partial safety factors |
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82 | (2) |
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84 | (1) |
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Summary of combined factors: Persistent situations |
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85 | (1) |
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Comparison of BS and Eurocode partial load factors |
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86 | (1) |
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87 | (2) |
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89 | (20) |
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89 | (4) |
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Variable actions: Imposed floor loads |
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93 | (4) |
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Typical unit floor and roof loadings |
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97 | (2) |
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Variable actions: Wind loading |
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99 | (1) |
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Variable actions: Horizontal barrier loads |
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100 | (1) |
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101 | (1) |
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Eurocode combinations of actions for serviceability limit states |
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102 | (1) |
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Typical deflection limits |
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103 | (1) |
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Stability, robustness and disproportionate collapse |
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104 | (5) |
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109 | (38) |
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111 | (3) |
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114 | (3) |
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Durability and fire resistance |
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117 | (4) |
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Preliminary sizing of concrete elements |
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121 | (2) |
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Reinforced concrete design to BS EN 1992 |
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123 | (19) |
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Reinforcement bar bending to BS 8666 |
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142 | (2) |
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Summary of differences with BS 8110 |
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144 | (2) |
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146 | (1) |
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147 | (98) |
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147 | (2) |
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Mild steel section sizes and tolerances |
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149 | (3) |
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Hot rolled section tables |
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152 | (53) |
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Member axes and dimension notation |
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205 | (1) |
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205 | (1) |
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206 | (10) |
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Structural steel design to BS EN 1993 |
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216 | (2) |
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Partial safety factors for section resistance in buildings |
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218 | (4) |
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222 | (6) |
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Summary of differences with BS 5950: Structural steel |
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228 | (1) |
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Stainless steel design to BS EN 1993 |
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229 | (2) |
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Elastic properties of stainless steel alloys for design |
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231 | (1) |
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Durability and fire resistance |
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232 | (1) |
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Stainless steel design to BS EN 1993-1 |
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233 | (2) |
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235 | (10) |
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9 Composite Steel and Concrete |
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245 | (10) |
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Composite design to BS EN 1994 |
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251 | (2) |
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Composite plastic moment capacity for simply supported beams |
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253 | (2) |
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255 | (26) |
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255 | (1) |
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Summary of material properties |
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256 | (1) |
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Sizes and processing of timber |
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256 | (1) |
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257 | (1) |
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Laminated timber products |
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258 | (2) |
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Durability and fire resistance |
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260 | (3) |
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Preliminary sizing of timber elements |
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263 | (5) |
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268 | (5) |
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273 | (1) |
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274 | (6) |
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Summary of differences with BS 5268: Structural timber |
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280 | (1) |
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281 | (40) |
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Summary of material properties |
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281 | (2) |
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283 | (3) |
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Durability and fire resistance |
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286 | (1) |
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Movement joints in masonry with cement-based mortar |
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287 | (1) |
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Preliminary sizing of masonry elements |
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288 | (4) |
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Masonry design to BS EN 1996 |
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292 | (18) |
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310 | (2) |
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312 | (2) |
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314 | (7) |
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321 | (28) |
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Selection of foundations and retaining walls |
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322 | (1) |
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323 | (1) |
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324 | (1) |
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325 | (4) |
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329 | (9) |
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Introduction to geotechnical design to BS EN 1997 |
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338 | (2) |
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Trees and shallow foundations |
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340 | (4) |
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344 | (5) |
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349 | (12) |
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Typical glass section sizes and thicknesses |
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352 | (1) |
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Durability and fire resistance |
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353 | (1) |
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Typical glass sizes for common applications |
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354 | (2) |
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356 | (2) |
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358 | (3) |
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14 Building Elements, Materials, Fixings and Fastenings |
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361 | (20) |
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361 | (1) |
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362 | (4) |
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366 | (1) |
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367 | (1) |
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Precast concrete hollowcore slabs |
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368 | (1) |
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369 | (1) |
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370 | (3) |
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373 | (4) |
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377 | (1) |
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Effect of fire on construction materials |
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378 | (3) |
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381 | (30) |
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381 | (1) |
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382 | (1) |
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Climate change predictions for the United Kingdom |
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383 | (1) |
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Sustainability scenarios and targets |
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384 | (2) |
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Sustainable building design priorities |
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386 | (2) |
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Exposed slabs and thermal mass |
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388 | (2) |
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390 | (3) |
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393 | (2) |
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395 | (1) |
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396 | (1) |
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Design for demountability |
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397 | (2) |
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Green materials specification |
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399 | (1) |
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Toxicity, health and air quality |
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400 | (2) |
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402 | (3) |
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405 | (2) |
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407 | (4) |
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411 | (6) |
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Trigonometric relationships |
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411 | (2) |
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413 | (1) |
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414 | (1) |
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414 | (2) |
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Standard differentials and integrals |
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416 | (1) |
| Useful Addresses |
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417 | (11) |
| Further Reading |
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428 | (5) |
| Sources |
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433 | (4) |
| Index |
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437 | |
