Preface to the Eighth Edition |
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xi | |
Preface to the First Edition |
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xv | |
Introduction |
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1 | (9) |
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Structural Use of Concrete |
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10 | (23) |
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Concrete as a Structural Material |
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10 | (1) |
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Common Forms of Concrete Structures |
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11 | (2) |
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Primary Situations for Investigation and Design |
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13 | (1) |
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Materials and Nature of Structural Concrete |
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14 | (4) |
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Significant Properties of Concrete |
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18 | (4) |
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22 | (4) |
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26 | (4) |
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30 | (1) |
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31 | (2) |
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Considerations for Production of Concrete |
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33 | (17) |
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General Concerns for Concrete |
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33 | (1) |
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Concerns for Structural Concrete |
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34 | (1) |
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35 | (3) |
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Design and Production Controls |
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38 | (1) |
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39 | (2) |
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Installation of Reinforcement |
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41 | (1) |
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42 | (5) |
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Mixed Systems: Sitecast and Precast |
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47 | (1) |
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48 | (2) |
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General Requirements for Reinforced Concrete Structures |
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50 | (9) |
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Code and Industry Standards |
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50 | (1) |
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51 | (4) |
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55 | (1) |
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General Requirements for Steel Reinforcement |
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56 | (3) |
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Investigation and Design of Reinforced Concrete |
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59 | (24) |
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Situations for Investigation and Design |
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59 | (2) |
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Methods of Investigation and Design |
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61 | (1) |
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62 | (1) |
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62 | (1) |
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Investigation of Columns and Beams |
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63 | (9) |
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Investigation of Column and Beam Frames |
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72 | (6) |
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Approximate Investigation of Indeterminate Structures |
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78 | (5) |
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Load and Resistance Factor Design (LRFD) |
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83 | (4) |
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Limit States Versus Service Conditions |
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83 | (1) |
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84 | (1) |
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85 | (1) |
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Strength Design Processes |
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86 | (1) |
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Reinforced Concrete Flexural Members |
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87 | (38) |
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87 | (1) |
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Behavior of Reinforced Concrete Beams |
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88 | (2) |
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Investigation and Design for Flexure |
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90 | (11) |
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Beams in Sitecast Systems |
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101 | (3) |
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104 | (6) |
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Beams with Compression Reinforcement |
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110 | (7) |
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117 | (5) |
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122 | (3) |
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Shear in Concrete Structures |
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125 | (17) |
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General Concerns for Shear |
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125 | (1) |
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126 | (1) |
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Shear Reinforcement for Beams |
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127 | (6) |
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133 | (9) |
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Anchorage and Development of Reinforcement |
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142 | (12) |
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Development of Stress in Tension Reinforcement |
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143 | (3) |
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146 | (2) |
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Bar Development in Continuous Beams |
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148 | (1) |
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149 | (1) |
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Development of Compressive Reinforcement |
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150 | (3) |
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Developed Anchorage for Frame Continuity |
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153 | (1) |
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Flat-Spanning Concrete Systems |
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154 | (26) |
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155 | (7) |
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General Considerations for Beams |
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162 | (5) |
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Other Flat-Spanning Systems |
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167 | (11) |
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178 | (2) |
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180 | (30) |
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Effects of Compression Force |
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180 | (2) |
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Reinforcement for Columns |
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182 | (2) |
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184 | (2) |
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General Requirements for Columns |
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186 | (1) |
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Combined Compression and Bending |
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187 | (2) |
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Considerations for Column Shape |
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189 | (2) |
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Columns in Sitecast Frames |
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191 | (1) |
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192 | (2) |
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194 | (1) |
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Approximate Design of Tied Columns |
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195 | (7) |
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202 | (2) |
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Special Concerns for Concrete Columns |
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204 | (1) |
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Vertical Concrete Compression Elements |
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205 | (3) |
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Concrete Masonry Columns and Piers |
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208 | (2) |
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210 | (11) |
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211 | (1) |
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212 | (2) |
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Mixed Frame and Wall Systems |
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214 | (3) |
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Special Problems of Concrete Framed Bents |
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217 | (4) |
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221 | (12) |
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Sitecast Walls: General Concerns |
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221 | (2) |
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223 | (3) |
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226 | (4) |
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230 | (1) |
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230 | (1) |
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231 | (2) |
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233 | (44) |
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General Concerns for Foundations |
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234 | (1) |
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Soil Conditions Related to Foundation Design |
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235 | (2) |
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Foundation Design: Criteria and Process |
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237 | (1) |
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Shallow Bearing Foundations |
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238 | (2) |
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240 | (9) |
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249 | (9) |
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258 | (1) |
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259 | (7) |
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Foundation Walls and Grade Beams |
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266 | (4) |
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270 | (7) |
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Miscellaneous Concrete Structures |
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277 | (19) |
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277 | (3) |
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280 | (1) |
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Cantilever Retaining Walls |
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281 | (10) |
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291 | (5) |
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General Considerations for Building Structures |
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296 | (20) |
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Choice of Building Construction |
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296 | (1) |
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Structural Design Standards |
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297 | (1) |
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Loads for Structural Design |
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298 | (1) |
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298 | (3) |
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Building Code Requirements for Structures |
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301 | (2) |
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303 | (3) |
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Lateral Loads (Wind and Earthquake) |
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306 | (4) |
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310 | (1) |
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Determination of Design Loads |
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310 | (2) |
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312 | (1) |
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Building Systems Integration |
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313 | (1) |
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313 | (3) |
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Building Structures: Design Examples |
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316 | (85) |
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Building One: General Considerations |
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317 | (1) |
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Building One: Support and Site Structures |
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317 | (9) |
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Building Two: General Considerations |
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326 | (1) |
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Building Two: Design for Gravity Loads |
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326 | (3) |
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Building Two: Design for Lateral Loads |
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329 | (11) |
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Building Two: Alternative Structure |
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340 | (1) |
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Building Three: Alternative Structure One |
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341 | (3) |
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Building Three: Alternative Structure Two |
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344 | (4) |
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Building Three: Alternative Structure Three |
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348 | (1) |
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Building Four: General Considerations |
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349 | (4) |
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Building Four: Concrete and Masonry Structure |
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353 | (6) |
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Building Four: Design for Lateral Loads |
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359 | (2) |
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Building Four: All-Concrete Structure |
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361 | (3) |
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Building Five: General Considerations |
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364 | (4) |
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Building Five: Masonry and Frame Structure |
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368 | (6) |
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Building Five: The Concrete Structure |
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374 | (24) |
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Building Five: Alternative Floor Structure |
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398 | (3) |
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401 | (4) |
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405 | (10) |
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405 | (3) |
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408 | (3) |
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411 | (4) |
Answers to Exercise Problems |
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415 | (4) |
References |
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419 | (2) |
Index |
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421 | |