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| Introduction | |
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| Structural Design | |
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| Loads | |
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| Building Codes | |
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| Design Specifications | |
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| Structural Steel | |
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| Standard Cross Sectional Shapes | |
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| Concepts in Structural Steel Design | |
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| Design Philosophies | |
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| American Institute of Steel Construction Specifications | |
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| Load Factors, Resistance Factors, and Load Combinations for LRFD | |
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| Safety Factors and Load Combinations for ASD | |
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| Probabilistic Basis of Load and Resistance Factors | |
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| Steel Construction Manual | |
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| Design Computations and Precision | |
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| Tension Members | |
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| Introduction | |
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| Tensile Strength | |
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| Effective Area | |
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| Staggered Area | |
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| Block Shear | |
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| Design of Tension Members | |
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| Threaded Rods and Cables | |
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| Tension Members in Roof Trusses | |
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| Pin-Connected Members | |
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| Compression Members | |
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| Definition | |
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| Column Theory | |
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| AISC Requirements | |
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| Local Stability | |
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| Tables for Compression Members | |
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| Design | |
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| More on Effective Length | |
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| Torsional and Flexural-Torsional Buckling | |
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| Built up Members | |
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| Beams | |
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| Introduction | |
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| Bending Stress and the Plastic Moment | |
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| Stability | |
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| Classification of Shapes | |
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| Bending Strength of Compact Shapes | |
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| Bending Strength of Noncompact Shapes | |
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| Summary of Moment Strength | |
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| Shear Strength | |
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| Deflection | |
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| Design | |
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| Floor and Roof Framing Systems | |
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| Holes in Beams | |
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| Open-Web Steel Joists | |
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| Beam Bearing Plates and Column Base Plates | |
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| Biaxial Bending | |
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| Bending Strength of Various Shapes | |
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| Beam Columns | |
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| Definition | |
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| Interaction Formulas | |
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| Moment Amplification | |
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| Braced Versus Unbraced Frames | |
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| Members in Braced Frames | |
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| Members in Unbraced Frames | |
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| Design of Beam-Columns | |
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| Trusses with Top-Chord Loads Between Joints | |
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| Simple Connections | |
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| Introduction | |
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| Bolted Shear Coneections: Failure Modes | |
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| Bearing Strength, Spacing, and Edge-Distance Requirements | |
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| Shear Strength | |
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| Installation of High-Strength Bolts | |
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| Slip-Critical and Bearing Type Connections | |
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| Design Examples | |
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| High-Strength Bolts in Tension | |
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| Combined Shear and Tension in Fasteners | |
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| Welded Connections | |
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| Fillet Welds | |
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| Eccentric Connections | |
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| Examples of Eccentric Connections | |
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| Eccentric Bolted Connections: Shear Only | |
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| Eccentric Bolted Connections: Shear Plus Tension | |
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| Eccentric Welded Connections: Shear Only | |
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| Eccentric Welded Connections: Shear Plus Tension | |
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| Moment-Resisting Connections | |
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| Column Stiffners and Other Reinforcement | |
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| End-Plate Connections | |
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| Concluding Remarks | |
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| Composite Construction | |
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| Introduction | |
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| Shored Versus Unshored Construction | |
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| Effective Flange Width | |
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| Shear Connectors | |
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| Design | |
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| Deflections | |
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| Composite Beams with Formed Steel Deck | |
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| Tables for Composite Beam Analysis and Design | |
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| Continuous Beams | |
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| Composite Beams | |
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| Plate Girders | |
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| Introduction | |
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| General Considerations | |
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| AISC Requirements for Proportions of Plate Girders | |
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| Flexural Strength | |
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| Shear Strength | |
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| Bearing Stiffeners | |
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| Design | |
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| Appendix: Plastic Analysis and Design | |
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| Introduction | |
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| AISC Requirements | |
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| Analysis | |
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| Design | |
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| Concluding Remarks | |
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| References | |
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| Answers to Selected Problems | |
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| Index | |