Introduction | p. 1 |

Structural Design | p. 1 |

Loads | p. 4 |

Building Codes | p. 5 |

Design Specifications | p. 6 |

Structural Steel | p. 6 |

Standard Cross-Sectional Shapes | p. 11 |

Problems | p. 15 |

Concepts in Structural Steel Design | p. 19 |

Design Philosophies | p. 19 |

American Institute of Steel Construction Specification | p. 20 |

Load and Resistance Factors | p. 22 |

Probabilistic Basis of Load and Resistance Factors | p. 25 |

Manual of Steel Construction | p. 29 |

Design Computation and Precision | p. 31 |

Problems | p. 33 |

Tension Members | p. 34 |

Introduction | p. 34 |

Design Strength | p. 35 |

Effective Area | p. 40 |

Staggered Fasteners | p. 46 |

Block Shear | p. 52 |

Design of Tension Members | p. 54 |

Threaded Rods and Cables | p. 59 |

Tension Members in Roof Trusses | p. 62 |

Pin-Connected Members | p. 69 |

Problems | p. 71 |

Compression Members | p. 86 |

Definition | p. 86 |

Column Theory | p. 86 |

AISC Requirements | p. 94 |

Design | p. 100 |

More on Effective Length | p. 103 |

Torsional and Flexural-Torsional Buckling | p. 114 |

Built-Up Members | p. 121 |

Problems | p. 127 |

Beams | p. 139 |

Introduction | p. 139 |

Bending Stress and the Plastic Moment | p. 140 |

Stability | p. 146 |

Classification of Shapes | p. 148 |

Bending Strength of Compact Shapes | p. 149 |

Bending Strength of Noncompact Shapes | p. 158 |

Summary of Moment Strength | p. 161 |

Shear Strength | p. 163 |

Deflection | p. 168 |

Design | p. 170 |

Floor and Roof Framing Systems | p. 178 |

Holes in Beams | p. 183 |

Open-Web Steel Joists | p. 188 |

Beam Bearing Plates and Column Base Plates | p. 192 |

Biaxial Bending | p. 202 |

Bending Strength of Various Shapes | p. 210 |

Problems | p. 215 |

Beam-Columns | p. 229 |

Definition | p. 229 |

Interaction Formulas | p. 230 |

Moment Amplification | p. 232 |

Web Local Buckling in Beam-Columns | p. 236 |

Braced versus Unbraced Frames | p. 237 |

Members in Braced Frames | p. 238 |

Members in Unbraced Frames | p. 248 |

Design of Beam-Columns | p. 254 |

Trusses with Top-Chord Loads Between Joints | p. 268 |

Problems | p. 273 |

Simple Connections | p. 284 |

Introduction | p. 284 |

Bolted Shear Connections: Failure Modes | p. 287 |

Bearing Strength, Spacing, and Edge-Distance Requirements | p. 289 |

Common Bolts | p. 294 |

High-Strength Bolts | p. 297 |

Shear Strength of High-Strength Bolts | p. 299 |

Slip-Critical Connections | p. 302 |

High-Strength Bolts in Tension | p. 316 |

Combined Shear and Tension in Fasteners | p. 326 |

Welded Connections | p. 332 |

Fillet Welds | p. 334 |

Problems | p. 344 |

Eccentric Connections | p. 356 |

Examples of Eccentric Connections | p. 356 |

Eccentric Bolted Connections: Shear Only | p. 357 |

Eccentric Bolted Connections: Shear Plus Tension | p. 368 |

Eccentric Welded Connections: Shear Only | p. 372 |

Eccentric Welded Connections: Shear Plus Tension | p. 381 |

Moment-Resisting Connections | p. 386 |

Column Stiffeners and Other Reinforcement | p. 398 |

End Plate Connections | p. 411 |

Concluding Remarks | p. 419 |

Problems | p. 420 |

Composite Construction | p. 436 |

Introduction | p. 436 |

Shored versus Unshored Construction | p. 446 |

Effective Flange Width | p. 448 |

Shear Connectors | p. 450 |

Design | p. 453 |

Deflections | p. 456 |

Composite Beams with Formed Steel Deck | p. 460 |

Tables for Composite Beam Analysis and Design | p. 470 |

Continuous Beams | p. 476 |

Composite Columns | p. 478 |

Problems | p. 485 |

Plate Girders | p. 493 |

Introduction | p. 493 |

General Considerations | p. 494 |

AISC Requirements | p. 497 |

Flexural Strength | p. 498 |

Shear Strength | p. 502 |

Interaction of Flexure and Shear | p. 506 |

Bearing Stiffeners | p. 506 |

Design | p. 518 |

Problems | p. 535 |

Plastic Analysis and Design | p. 540 |

Introduction | p. 540 |

AISC Requirements | p. 542 |

Analysis | p. 543 |

Design | p. 548 |

Concluding Remarks | p. 551 |

Structural Steel Design Based on Allowable Stress | p. 552 |

Introduction | p. 552 |

Tension Members | p. 553 |

Compression Members | p. 555 |

Beams | p. 558 |

Beam-Columns | p. 564 |

Concluding Remarks | p. 569 |

References | p. 570 |

Answers to Selected Problems | p. 574 |

Index | p. 580 |

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