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| Preface | |
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| Introduction to Structural Steel Design | |
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| Advantages of Steel as a Structural Material | |
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| Disadvantages of Steel as a Structural Material | |
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| Early Uses of Iron and Steel | |
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| Steel Sections | |
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| Metric Units | |
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| Cold-Formed Light-Gage Steel Shapes | |
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| Stress Strain Relationships in Structural Steel | |
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| Modern Structural Steels | |
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| Uses of High-Strength Steels | |
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| Measurement of Toughness | |
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| Jumbo Sections | |
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| Lamellar Tearing | |
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| Furnishing of Structural Steel | |
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| The Work of the Structural Designer | |
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| Responsibilities of the Structural Designer | |
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| Economical Design of Steel Members | |
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| Failure of Structures | |
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| Handling and Shipping Structural Steel | |
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| Calculation Accuracy | |
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| Computers and Structural Steel Design | |
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| Problems for Solution | |
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| Specifications, Loads, and Methods of Design | |
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| Specifications and Building Codes | |
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| Loads | |
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| Dead Loads | |
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| Live Loads | |
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| Environmental Loads | |
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| Load and Resistance Factor Design (LRFD) and Allowable Strength Design (ASD) | |
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| Nominal Strengths | |
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| Shading | |
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| Computation of Loads for LRFD and ASD | |
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| Computing Combined Loads with LRFD Expressions | |
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| Computing Combined Loads with ASD Expressions | |
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| Two Methods of Obtaining an Acceptable Level of Safety | |
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| Discussion of Sizes of Load Factors and Safety Factors | |
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| Author's Comment | |
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| Problems for Solution | |
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| Analysis of Tension Members | |
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| Introduction | |
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| Nominal Strengths of Tension Members | |
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| Net Areas | |
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| Effect of Staggered Holes | |
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| Effective Net Areas | |
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| Connecting Elements for Tension Members | |
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| Block Shear | |
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| Problems for Solution | |
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| Design of Tension Members | |
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| Selection of Sections | |
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| Built-Up Tension Members | |
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| Rods and Bars | |
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| Pin-Connected Members | |
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| Design for Fatigue Loads | |
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| Problems for Solution | |
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| Introduction to Axially Loaded Compression Members | |
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| General | |
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| Residual Stresses | |
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| Sections Used for Columns | |
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| Development of Column Formulas | |
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| The Euler Formula | |
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| End Restraint and Effective Lengths of Columns | |
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| Stiffened and Unstiffened Elements | |
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| Long, Short, and Intermediate Columns | |
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| Column Formulas | |
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| Maximum Slenderness Ratios | |
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| Design of Axially Loaded Compression Members | |
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| Introduction | |
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| AISC Design Tables | |
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| Column Splices | |
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| Built-Up Columns | |
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| Built-Up Columns with Components in Contact with Each Other | |
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| Connection Requirements for Built-Up Columns Whose Components Are in Contact with Each Other | |
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| Built-Up Columns with Components not in Contact with Each Other | |
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| Single-Angle Compression Members | |
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| Sections Containing Slender Elements | |
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| Flexural-Torsional Buckling of Compression Members | |
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| Problems for Solution | |
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| Design of Axially Loaded Compression Members (Continued) and Column Base Plates | |
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| Introduction | |
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| Further Discussion of Effective Lengths | |
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| Frames Meeting Alignment Chart Assumptions | |
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| Frames Not Meeting Alignment Chart Assumptions as to Joint Rotations | |
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| Stiffness-Reduction Factors | |
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| Columns Leaning on Each Other for In-Plane Design | |
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| Base Plates for Concentrically Loaded Columns | |
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| Problems for Solution | |
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| Introduction to Beams | |
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| Types of Beams | |
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| Sections Used as Beams | |
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| Bending Stresses | |
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| Plastic Hinges | |
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| Elastic Design | |
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| The Plastic Modulus | |
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| Theory of Plastic Analysis | |
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| The Collapse Mechanism | |
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| The Virtual-Work Method | |
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| Example Problems | |
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| Problems for Solution | |
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| Location of Plastic Hinge for Uniform Loadings | |
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| Continuous Beams | |
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| Building Frames | |
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| Problems for Solution | |
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| Design of Beams for Moments | |
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| Introduction | |
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| Yielding Behavior���Full Plastic Moment, Zone 1 | |
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| Design of Beams, Zone 1 | |
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| Lateral Support of Beams | |
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| Introduction to Inelastic Buckling, Zone 2 | |
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| Moment Capacities, Zone 2 | |
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| Elastic Buckling, Zone 3 | |
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| Design Charts | |
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| Noncompact Sections | |
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| Problems for Solution | |
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| Design of Beams���Miscellaneous Topics (Shear, Deflection, etc.) | |
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| Design of Continuous Beams | |
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| Shear | |
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| Deflections | |
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| Webs and Flanges with Concentrated Loads | |
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| Unsymmetrical Bending | |
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| Design of Purlins | |
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| The Shear Center | |
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| Beam-Bearing Plates | |
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| Lateral Bracing at Member Ends Supported on Base Plates | |
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| Problems for Solution | |
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| Bending and Axial Force | |
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| Occurrence | |
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| Members Subject to Bending and Axial Tension | |
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| First-Order and Second-Order Moments for Members Subject to Axial Compression and Bending | |
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| Direct Analysis Method (DAM) | |
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| Effective Length Method (ELM) | |
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| Approximate Second-Order Analysis | |
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| Beam Columns in Braced Frames | |
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| Beam Columns in Unbraced Frames | |
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| Design of Beam Columns���Braced or Unbraced | |
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| Problems for Solution | |
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| Bolted Connections | |
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| Introduction | |
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| Types of Bolts | |
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| History of High-Strength Bolts | |
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| Advantages of High-Strength Bolts | |
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| Snug-Tight, Pretensioned, and Slip-Critical Bolts | |
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| Methods for Fully Pretensioning High-Strength Bolts | |
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| Slip-Resistant Connections and Bearing-Type Connections | |
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| Mixed Joints | |
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| Sizes of Bolt Holes | |
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| Load Transfer and Types of Joints | |
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| Failure of Bolted Joints | |
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| Spacing and Edge Distances of Bolts | |
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| Bearing-Type Connections���Loads Passing Through Center of Gravity of Connections | |
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| Slip-Critical Connections���Loads Passing Through Center of Gravity of Connections | |
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| Problems for Solution | |
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| Eccentrically Loaded Bolted Connections and Historical Notes on Rivets | |
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| Bolts Subjected to Eccentric Shear | |
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| Bolts Subjected to Shear and Tension (Bearing-Type Connections) | |
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| Bolts Subjected to Shear and Tension (Slip-Critical Connections) | |
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| Tension Loads on Bolted Joints | |
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| Prying Action | |
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| Historical Notes on Rivets | |
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| Types of Rivets | |
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| Strength of Riveted Connections���Rivets in Shear and Bearing | |
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| Problems for Solution | |
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| Welded Connections | |
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| General | |
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| Advantages of Welding | |
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| American Welding Society | |
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| Types of Welding | |
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| Prequalified Welding | |
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| Welding Inspection | |
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| Classification of Welds | |
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| Welding Symbols | |
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| Groove Welds | |
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| Fillet Welds | |
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| Strength of Welds | |
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| AISC Requirements | |
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| Design of Simple Fillet Welds | |
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| Design of Connections for Members with Both Longitudinal and Transverse Fillet Welds | |
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| Some Miscellaneous Comments | |
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| Design of Fillet Welds for Truss Members | |
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| Plug and Slot Welds | |
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| Shear and Torsion | |
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| Shear and Bending | |
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| Full-Penetration and Partial-Penetration Groove Welds | |
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| Problems for Solution | |
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| Building Connections | |
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| Selection of Type of Fastener | |
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| Types of Beam Connections | |
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| Standard Bolted Beam Connections | |
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| AISC Manual Standard Connection Tables | |
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| Designs of Standard Bolted Framed Connections | |
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| Designs of Standard Welded Framed Connections | |
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| Single-Plate, or Shear Tab, Framing Connections | |
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| End-Plate Shear Connections | |
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| Designs of Welded Seated Beam Connections | |
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| Designs of Stiffened Seated Beam Connections | |
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| Designs of Moment-Resisting FR Moment Connections | |
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| Column Web Stiffeners | |
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| Problems for Solution | |
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| Composite Beams | |
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| Composite Construction | |
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| Advantages of Composite Construction | |
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| Discussion of Shoring | |
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| Effective Flange Widths | |
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| Shear Transfer | |
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| Partially Composite Beams | |
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| Strength of Shear Connectors | |
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| Number, Spacing, and Cover Requirements for Shear Connectors | |
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| Moment Capacity of Composite Sections | |
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| Deflections | |
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| Design of Composite Sections | |
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| Continuous Composite Sections | |
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| Design of Concrete-Encased Sections | |
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| Problems for Solution | |
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| Composite Columns | |
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| Introduction | |
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| Advantages of Composite Columns | |
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| Disadvantages of Composite Columns | |
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| Lateral Bracing | |
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| Specifications for Composite Columns | |
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| Axial Design Strengths of Composite Columns | |
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| Shear Strength of Composite Columns | |
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| LRFD and ASD Tables | |
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| Load Transfer at Footings and Other Connections | |
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| Tensile Strength of Composite Columns | |
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| Axial Load and Bending | |
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| Problems for Solution | |
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| Cover-Plated Beams and Built-up Girders | |
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| Cover-Plated Beams | |
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| Built-up Girders | |
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| Built-up Girder Proportions | |
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| Flexural Strength | |
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| Tension Field Action | |
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| Design of Stiffeners | |
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| Problems for Solution | |
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| Design of Steel Buildings | |
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| Introduction to Low-Rise Buildings | |
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| Types of Steel Frames Used for Buildings | |
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| Common Types of Floor Construction | |
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| Concrete Slabs on Open-Web Steel Joists | |
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| One-Way and Two-Way Reinforced-Concrete Slabs | |
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| Composite Floors | |
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| Concrete-Pan Floors | |
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| Steel Floor Deck | |
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| Flat Slab Floors | |
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| Precast Concrete Floors | |
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| Types of Roof Construction | |
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| Exterior Walls and Interior Partitions | |
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| Fireproofing of Structural Steel | |
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| Introduction to High-Rise Buildings | |
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| Discussion of Lateral Forces | |
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| Types of Lateral Bracing | |
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| Analysis of Buildings with Diagonal Wind Bracing for Lateral Forces | |
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| Moment-Resisting Joints | |
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| Design of Buildings for Gravity Loads | |
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| Selection of Members | |
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| Derivation of the Euler Formula | |
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| Slender Compression Elements | |
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| Flexural-Torsional Buckling of Compression Members | |
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| Moment-Resisting Column Base Plates | |
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| Ponding | |
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| GLOSSARY | |
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| Index | |