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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. Steel Sections | |
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| Cold Formed Lightgage 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 Steel | |
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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 Structural Designer | |
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| Objectives of the Structural Designer | |
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| Economical Design of Steel Members | |
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| Calculation Accuracy | |
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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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| Selection of Design Loads | |
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| Elastic and Plastic Design Methods Defined | |
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| Load and Resistance Factor Design | |
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| Factor of Safety | |
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| Failures of Engineering Structures | |
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| Analysis of Tension Members | |
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| Introduction | |
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| Allowable Tensile Stresses and Loads | |
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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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| 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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| 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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| Derivation of the Euler Formula | |
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| Obsolete Column Formulas | |
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| Long, Short and Intermediate Columns | |
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| The ASD and AASHTO Formulas | |
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| End Restraint and Effective Length of Columns | |
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| Maximum Slenderness Ratios | |
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| Example Problems | |
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| Design of Axially Loaded Compression Members | |
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| Introduction | |
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| Column Design Tables | |
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| Column Splices | |
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| Columns with Different Unbraced Length | |
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| Built-up Columns | |
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| Lacing and Tie Plates | |
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| Stiffened and Un-stiffened Elements | |
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| Base Plates for Axially Loaded Columns | |
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| Design of Axially Loaded Columns Continued | |
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| Further Discussion of Effective Length | |
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| Stiffness Reduction Factors | |
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| Columns Leaning on Each Other for In Plane Design | |
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| Introductory Remarks Concerning Flexural Torsional Buckling of | |
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| Compression Members | |
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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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| Design with the Flexure Formula | |
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| Compact Sections | |
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| Holes in Beams | |
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| Lateral Support of Beams | |
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| Laterally Unbraced Beams | |
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| Design of Laterally Unbraced Beams | |
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| Design of Laterally Unbraced Beams | |
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| Design of Continuous Members | |
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| Design of Beams (Continued) | |
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| Shear 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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| Bending and Axial Stress | |
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| Occurrence | |
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| Calculation of Stresses | |
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| Specifications for Combined Stresses | |
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| Design for Axial Tension and Bending | |
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| Moment Amplification and Modification | |
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| ASD Equations | |
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| Design of Beam Columns | |
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| Pipe Columns and Structural Tubes | |
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| Limitations of ASD Tables | |
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| Combined Axial Tension and Bending | |
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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 and Fully-Tensioned Bolts | |
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| Methods for Fully-Tensioning 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 Holes for Bolts and Rivets | |
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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 C | |