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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