Preface to the Eighth Edition |
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ix | |
Preface to the First Edition |
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xiii | |
Introduction |
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1 | (11) |
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Considerations for Use of Steel |
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12 | (33) |
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12 | (4) |
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16 | (8) |
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Development of Structural Systems |
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24 | (1) |
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25 | (1) |
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25 | (1) |
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Usage Considerations for Steel Structures |
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26 | (7) |
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Choice and Planning of Steel Structural Systems |
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33 | (12) |
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Structural Investigation and Design |
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45 | (30) |
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Situations for Investigation and Design |
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45 | (5) |
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Methods of Investigation and Design |
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50 | (2) |
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Investigation of Columns and Beams |
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52 | (8) |
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Investigation of Column and Beam Frames |
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60 | (8) |
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Approximate Investigation of Indeterminate Structures |
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68 | (4) |
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72 | (1) |
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Limit States Versus Service Conditions |
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72 | (1) |
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73 | (1) |
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73 | (2) |
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Horizontal-Span Framing Systems |
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75 | (86) |
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75 | (2) |
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Inelastic Versus Elastic Behavior |
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77 | (7) |
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Nominal Moment Capacity of Steel Beams |
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84 | (5) |
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89 | (10) |
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Design of Beams for Buckling Failure |
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99 | (4) |
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103 | (5) |
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108 | (10) |
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118 | (11) |
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Manufactured Trusses for Flat Spans |
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129 | (8) |
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137 | (7) |
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Concentrated Load Effects in Beams |
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144 | (4) |
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148 | (3) |
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151 | (5) |
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156 | (5) |
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161 | (35) |
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161 | (2) |
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Slenderness and End Conditions |
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163 | (1) |
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Safe Axial Loads for Steel Columns |
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164 | (6) |
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170 | (10) |
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180 | (8) |
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Column Framing and Connections |
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188 | (4) |
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192 | (4) |
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196 | (17) |
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196 | (1) |
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197 | (2) |
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199 | (2) |
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Mixed Frame and Wall Systems |
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201 | (3) |
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Special Problems of Steel Rigid Frame Bents |
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204 | (3) |
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207 | (6) |
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Miscellaneous Steel Components and Systems |
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213 | (21) |
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213 | (1) |
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Composite Structural Elements |
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214 | (6) |
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Tension Elements and Systems |
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220 | (14) |
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Horizontal-Span Steel Trusses |
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234 | (35) |
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234 | (4) |
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238 | (1) |
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239 | (3) |
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Investigation for Internal Forces in Planar Trusses |
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242 | (15) |
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Design Forces for Truss Members |
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257 | (3) |
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Combined Actions in Truss Members |
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260 | (1) |
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Design Considerations for Steel Trusses |
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260 | (2) |
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262 | (7) |
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269 | (43) |
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269 | (3) |
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272 | (12) |
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Design of a Bolted Connection |
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284 | (6) |
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Bolted Framing Connections |
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290 | (5) |
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295 | (3) |
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298 | (5) |
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Design of Welded Connections |
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303 | (4) |
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307 | (1) |
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Control Joints: Design for Selected Behavior |
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307 | (5) |
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General Considerations for Building Structures |
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312 | (20) |
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Choice of Building Construction |
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312 | (1) |
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Structural Design Standards |
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313 | (1) |
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Loads for Structural Design |
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314 | (1) |
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315 | (1) |
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Building Code Requirements for Structures |
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315 | (3) |
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318 | (4) |
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Lateral Loads (Wind and Earthquake) |
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322 | (4) |
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Load Combinations and Factors |
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326 | (1) |
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Determination of Design Loads |
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326 | (2) |
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328 | (1) |
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Building Systems Integration |
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329 | (1) |
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329 | (3) |
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Building Structures: Design Examples |
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332 | (81) |
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332 | (18) |
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350 | (4) |
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354 | (30) |
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384 | (10) |
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394 | (2) |
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396 | (17) |
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Appendix A: Properties of Structural Sections |
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413 | (26) |
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Appendix B: Beam Design Aids |
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439 | (6) |
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445 | (10) |
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445 | (5) |
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450 | (2) |
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452 | (3) |
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Appendix D: Answers to Problems in Chapters |
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455 | (4) |
References |
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459 | (2) |
Index |
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461 | |