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| Introduction | |
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| Scope | |
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| The Specification | |
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| The Manual | |
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| AISC Website Resources | |
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| Principles of Structural Design | |
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| Parts of the Steel Structure | |
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| Types of Steel Structures | |
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| Bearing Wall Construction | |
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| Beam-and-Column Construction | |
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| Long-Span Construction | |
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| High-Rise Construction | |
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| Single-Story Construction | |
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| Design Philosophies | |
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| Fundamentals of Allowable Strength Design (ASD) | |
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| Fundamentals of Load and Resistance Factor Design (LRFD) | |
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| Inelastic Design | |
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| Structural Safety | |
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| Limit States | |
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| Building Codes and Design Specifications | |
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| Integrated Design Project | |
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| Problems | |
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| Loads, Load Factors, and Load Combinations | |
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| Introduction | |
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| Building Load Sources | |
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| Dead Load | |
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| Live Load | |
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| Snow Load | |
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| Wind Load | |
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| Seismic Load | |
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| Special Loads | |
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| Building Load Determination | |
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| Dead Load | |
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| Live Load | |
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| Snow Load | |
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| Wind Load | |
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| Seismic Load | |
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| Load Combinations for ASD and LRFD | |
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| Load Calculations | |
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| Calibration | |
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| Problems | |
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| Multi-Chapter Problems | |
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| Integrated Design Project | |
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| Steel Building Materials | |
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| Introduction | |
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| Applicability of the AISC Specification | |
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| Steel for Construction | |
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| Structural Steel Shapes | |
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| ASTM A6 Standard Shapes | |
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| Hollow Shapes | |
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| Plates and Bars | |
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| Built-up Shapes | |
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| Chemical Components of Structural Steel | |
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| Grades of Structural Steel | |
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| Steel for Shapes | |
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| Steel for Plates and Bars | |
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| Steel for Fasteners | |
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| Steel for Welding | |
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| Steel for Shear Studs | |
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| Availability of Structural Steel | |
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| Problems | |
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| Tension Members | |
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| Introduction | |
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| Tension Members in Structures | |
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| Cross-Sectional Shapes for Tension Members | |
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| Behavior and Strength of Tension Members | |
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| Yielding | |
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| Rupture | |
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| Computation of Areas | |
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| Gross Area | |
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| Net Area | |
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| Influence of Hole Placement | |
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| Effective Net Area | |
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| Design of Tension Members | |
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| Block Shear | |
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| Pin-Connected Members | |
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| Eyebars and Rods | |
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| Built-Up Tension Members | |
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| Truss Members | |
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| Bracing Members | |
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| Problems | |
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| Multi-Chapter Problem | |
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| Integrated Design Project | |
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| Compression Members | |
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| Compression Members in Structures | |
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| Cross-Sectional Shapes for Compression Members | |
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| Compression Member Strength | |
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| Euler Column | |
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| Other Boundary Conditions | |
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| Combination of Bracing and End Conditions | |
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| Real Column | |
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| AISC Provisions | |
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| Additional Limit States for Compression | |
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| Length Effects | |
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| Effective Length for Inelastic Columns | |
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| Slender Elements in Compression | |
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| Column Design Tables | |
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| Torsional Buckling and Flexural-Torsional Buckling | |
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| Single-Angle Compression Members | |
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| Built-Up Members | |
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| Column Base Plates | |
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| Problems | |
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| Multi-Chapter Problems | |
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| Integrated Design Project | |
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| Bending Members | |
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| Bending Members in Structures | |
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| Strength of Beams | |
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| Design of Compact Laterally Supported Wide-Flange Beams | |
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| Design of Compact Laterally Unsupported Wide-Flange Beams | |
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| Lateral Torsional Buckling | |
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| Moment Gradient | |
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| Design of Noncompact Beams | |
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| Local Buckling | |
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| Flange Local Buckling | |
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| Web Local Buckling | |
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| Design of Beams for Weak Axis Bending | |
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| Design of Beams for Shear | |
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| Continuous Beams | |
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| Plastic Analysis and Design of Continuous Beams | |
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| Provisions for Double-Angle and Tee Members | |
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| Yielding | |
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| Lateral-Torsional Buckling | |
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| Flange Local Buckling | |
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| Stem Local Buckling | |
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| Single-Angle Bending Members | |
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| Yielding | |
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| Leg Local Buckling | |
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| Lateral-Torsional Buckling | |
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| Members in Biaxial Bending | |
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| Serviceability Criteria for Beams | |
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| Deflection | |
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| Vibration | |
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| Drift | |
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| Concentrated Forces on Beams | |
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| Web Local Yielding | |
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| Web Crippling | |
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| Open Web Steel Joists and Joist Girders | |
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| Problems | |
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| Multi-Chapter Problems | |
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| Integrated Design Project | |
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| Plate Girders | |
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| Background | |
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| Homogeneous Plate Girders in Bending | |
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| Noncompact Web Plate Girders | |
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| Slender Web Plate Girders | |
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| Homogeneous Plate Girders in Shear | |
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| Nontension Field Action | |
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| Tension Field Action | |
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| Stiffeners for Plate Girders | |
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| Intermediate Stiffeners | |
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| Bearing Stiffeners | |
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| Bearing Stiffener Design | |
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| Problems | |
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| Beam-Columns and Frame Behavior | |
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| Introduction | |
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| Second-Order Effects | |
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| Interaction Principles | |
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| Interaction Equations | |
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| Braced Frames | |
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| Moment Frames | |
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| Specification Provisions for Stability Analysis and Design | |
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| Direct Analysis Method | |
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| Effective Length Method | |
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| First-Order Analysis Method | |
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| Notional Loads | |
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| Initial Beam-Column Selection | |
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| Beam-Column Design Using Manual Part 6 | |
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| Combined Simple and Moment Frames | |
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| Partially Restrained Frames | |
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| Bracing Design | |
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| Column Bracing | |
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| Beam Bracing | |
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| Frame Bracing | |
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| Tension Plus Bending | |
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| Problems | |
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| Multi-Chapter Problem | |
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| Integrated Design Project | |
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| Composite Construction | |
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| Introduction | |
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| Advantages and Disadvantages of Composite Beam Construction | |
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| Shored versus Unshored Construction | |
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| Effective Flange | |
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| Strength of Composite Beams and Slab | |
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| Fully Composite Beams | |
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| Partially Composite Beams | |
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| Composite Beam Design Tables | |
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| Negative Moment Strength | |
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| Shear Stud Strength | |
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| Number and Placement of Shear Studs | |
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| Composite Beams with Formed Metal Deck | |
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| Deck Ribs Perpendicular to Steel Beam | |
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| Deck Ribs Parallel to Steel Beam | |
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| Fully Encased Steel Beams | |
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| Selecting a Section | |
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| Serviceability Considerations | |
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| Deflection During Construction | |
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| Vibration Under Service Loads | |
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| Live Load Deflections | |
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| Composite Columns | |
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| Composite Beam-Columns | |
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| Problems | |
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| Multi-Chapter Problem | |
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| Integrated Design Project | |
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| Connection Elements | |
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| Introduction | |
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| Basic Connections | |
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| Beam-to-Column Connections | |
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| Fully Restrained Connections | |
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| Simple and Partially Restrained Connections | |
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| Mechanical Fasteners | |
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| Common Bolts | |
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| High-Strength Bolts | |
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| Bolt Holes | |
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| Bolt Limit States | |
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| Bolt Shear | |
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| Bolt Bearing | |
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| Bolt Tension | |
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| Slip | |
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| Combined Tension and Shear in Bearing-Type Connections | |
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| Welds | |
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| Welding Processes | |
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| Types of Welds | |
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| Weld Sizes | |
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| Weld Limit States | |
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| Fillet Weld Strength | |
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| Groove Weld Strength | |
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| Connecting Elements | |
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| Connecting Elements in Tension | |
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| Connecting Elements in Compression | |
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| Connecting Elements in Flexure | |
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| Connecting Elements in Shear | |
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| Block Shear Strength | |
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| Problems | |
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| Simple Connections | |
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| Types of Simple Connections | |
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| Simple Shear Connections | |
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| Double-Angle Connections: Bolted-Bolted | |
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| Double-Angle Connections: Welded-Bolted | |
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| Double-Angle Connections: Bolted-Welded | |
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| Double Angle Connections: Welded-Welded | |
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| Single-Angle Connections | |
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| Single-Plate Shear Connections | |
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| Seated Connections | |
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| Light Bracing Connections | |
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| Beam Bearing Plates and Column Base Plates | |
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| Problems | |
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| Multi-Chapter Problem | |
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| Integrated Design Project | |
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| Moment Connections | |
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| Types of Moment Connections | |
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| Limit States | |
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| Moment Connection Design | |