Symbols and abbreviations |
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xi | |
Foreword |
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xv | |
Preface |
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xvii | |
Author |
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xix | |
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1 | (10) |
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1.1 Partial safety factors |
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2 | (1) |
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3 | (5) |
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8 | (1) |
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8 | (3) |
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2 Steel members in flexure |
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11 | (22) |
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11 | (4) |
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2.1.1 Hot-rolled sections |
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12 | (1) |
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2.1.2 Thin-walled sections |
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12 | (3) |
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2.2 Bending strength of laterally restrained beams |
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15 | (6) |
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2.2.1 Bending moment capacity in the presence of high shear forces |
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19 | (2) |
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2.3 Lateral torsional buckling |
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21 | (12) |
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3 Buckling of steel columns and trusses |
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33 | (34) |
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33 | (5) |
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38 | (7) |
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45 | (3) |
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48 | (6) |
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3.5 Buckling of slender trusses |
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54 | (4) |
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3.6 Buckling of slender trusses subjected to compression and bending |
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58 | (9) |
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66 | (1) |
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67 | (18) |
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4.1 Elastic critical buckling and effective length |
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68 | (2) |
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4.2 Applied forces and moments |
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70 | (1) |
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4.3 Hollow section or I- and H-section arches |
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71 | (3) |
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74 | (7) |
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4.5 Calculation of elastic critical buckling load using the Timoshenko method |
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81 | (4) |
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83 | (2) |
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5 Buckling of thin-walled structures |
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85 | (40) |
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5.1 Unstiffened plates in compression |
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87 | (4) |
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5.2 Shear buckling of unstiffened plates |
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91 | (2) |
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5.3 Unstiffened plates in compression and shear |
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93 | (10) |
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5.4 Buckling of stiffened plates in compression |
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103 | (1) |
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5.5 Buckling of stiffened plates in shear |
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104 | (1) |
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5.6 Stiffened panels subjected to shear and compression stresses |
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105 | (4) |
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5.7 Stiffened plates with lateral loads |
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109 | (2) |
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5.8 Stiffened panels in shear, compression and bending |
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111 | (14) |
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123 | (2) |
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125 | (32) |
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125 | (2) |
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6.2 Serviceability limit state design |
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127 | (5) |
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132 | (5) |
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137 | (20) |
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6.4.1 Elastic design of the shear studs |
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138 | (3) |
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6.4.2 Plastic design of shear studs |
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141 | (16) |
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7 Reinforced concrete beams and columns |
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157 | (38) |
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157 | (2) |
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7.2 Moment capacity of beams |
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159 | (9) |
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7.2.1 Singly reinforced beams |
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161 | (3) |
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7.2.2 Doubly reinforced beams |
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164 | (4) |
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7.3 The maximum and minimum areas of reinforcement in a beam |
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168 | (1) |
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7.4 Anchorage of reinforcement and lapping of bars |
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169 | (3) |
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7.5 Shear capacity of beams |
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172 | (4) |
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7.6 Introduction to column design |
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176 | (2) |
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7.7 Short columns subjected to combined compression and bending |
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178 | (1) |
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7.8 M-N Interaction diagrams |
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178 | (4) |
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182 | (13) |
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195 | (46) |
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8.1 Introduction to the basic theory |
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196 | (4) |
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200 | (26) |
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202 | (1) |
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8.2.2 The permissible ranges of tendon force |
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202 | (3) |
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8.2.3 Determining the allowable tolerance in the positioning of the prestressing tendons |
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205 | (3) |
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208 | (1) |
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8.2.4.1 Anchorage draw-in |
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209 | (1) |
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8.2.4.2 Elastic shortening |
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209 | (2) |
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8.2.4.3 Loss of prestress due to friction |
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211 | (3) |
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8.2.4.4 Relaxation of the tendons |
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214 | (1) |
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214 | (1) |
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214 | (3) |
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217 | (1) |
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8.2.5.1 Simply supported beam |
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218 | (2) |
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220 | (3) |
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8.2.5.3 Deflection in a propped cantilever |
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223 | (3) |
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8.3 Composite construction using pre-tensioned precast concrete beams |
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226 | (3) |
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229 | (3) |
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232 | (3) |
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235 | (6) |
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239 | (2) |
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9 Strut and tie modelling of reinforced concrete |
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241 | (30) |
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241 | (1) |
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9.2 Formulation of the strut and tie model |
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242 | (5) |
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9.2.1 Partial discontinuity |
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245 | (1) |
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246 | (1) |
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247 | (1) |
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9.4 Control of compression stresses |
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248 | (3) |
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9.4.1 Reinforced bottle-shaped struts |
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249 | (1) |
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9.4.2 The calculation of strut widths |
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250 | (1) |
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9.5 Minimum reinforcement |
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251 | (20) |
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270 | (1) |
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10 Control of cracking in reinforced concrete |
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271 | (18) |
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10.1 Heat of hydration shrinkage |
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272 | (1) |
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272 | (1) |
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273 | (1) |
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10.4 Cracking due to restrained shrinkage |
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273 | (2) |
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10.5 Calculation of crack widths |
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275 | (5) |
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10.6 Calculation of crack widths for beams |
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280 | (2) |
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10.7 Control of cracking due to solar gain |
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282 | (7) |
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287 | (2) |
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11 Timber beams, columns and trusses |
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289 | (20) |
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289 | (2) |
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291 | (1) |
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292 | (8) |
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11.4 Compression strength |
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300 | (1) |
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11.5 Compression and bending |
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300 | (9) |
Index |
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309 | |