structural steel design 5th edition by JACK C McCORMAC STEPHEN and F CSERNAK

Structural Steel Design 5th edition by Jack and Stephen

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Contents of Structural Steel Design

  • CHAPTER Introduction to Structural Steel Design
  • Advantages of Steel as a Structural Material
  • Disadvantages of Steel as a Structural Material
  • Early Uses of Iron and Steel
  • Steel Sections
  • Metric Units
  • Cold-Formed Light-Gage Steel Shapes
  • Stress-Strain Relationships in Structural Steel
  • Modern Structural Steels
  • Uses of High-Strength Steels
  • Measurement of Toughness
  • Jumbo Sections
  • Lamellar Tearing
  • Furnishing of Structural Steel
  • The Work of the Structural Designer
  • Responsibilities of the Structural Designer
  • Economical Design of Steel Members
  • Failure of Structures
  • Handling and Shipping Structural Steel
  • Calculation Accuracy
  • Computers and Structural Steel Design
  • Problems for Solution
  • CHAPTER Specifications, Loads, and Methods of Design
  • Specifications and Building Codes
  • Loads
  • Dead Loads
  • Live Loads
  • Environmental Loads
  • Load and Resistance Factor Design (LRFD)
  • and Allowable Strength Design (ASD)
  • Nominal Strengths
  • Shading
  • Computation of Loads for LRFD and ASD
  • Computing Combined Loads with LRFD Expressions
  • Computing Combined Loads with ASD Expressions
  • Two Methods of Obtaining an Acceptable Level of Safety
  • Discussion of Sizes of Load Factors and Safety Factors
  • Author’s Comment
  • Problems for Solution
  • CHAPTER Analysis of Tension Members
  • Introduction
  • Nominal Strengths of Tension Members
  • Net Areas
  • Effect of Staggered Holes
  • Effective Net Areas
  • Connecting Elements for Tension Members
  • Block Shear
  • Problems for Solution
  • CHAPTER Design of Tension Members
  • Selection of Sections
  • Built-Up Tension Members
  • Rods and Bars
  • Pin-Connected Members
  • Design for Fatigue Loads
  • Problems for Solution
  • CHAPTER Introduction to Axially Loaded Compression Members
  • General
  • Residual Stresses
  • Sections Used for Columns
  • Development of Column Formulas
  • The Euler Formula
  • End Restraint and Effective Lengths of Columns
  • Stiffened and Unstiffened Elements
  • Long, Short, and Intermediate Columns
  • Column Formulas
  • Maximum Slenderness Ratios
  • Example Problems
  • Problems for Solution g
  • CHAPTER Design of Axially Loaded Compression Members
  • Introduction
  • AISC Design Tables
  • Column Splices
  • Built-Up Columns
  • Built-Up Columns with Components
  • in Contact with Each Other
  • Connection Requirements for Built-Up Columns
  • Whose Components Are in Contact with Each Other
  • Built-Up Columns with Components not
  • in Contact with Each Other
  • Single-Angle Compression Members
  • Sections Containing Slender Elements
  • Flexural-Torsional Buckling of Compression Members
  • Problems for Solution
  • CHAPTER Design of Axially Loaded Compression Members (Continued)
  • and Column Base Plates
  • Introduction
  • Further Discussion of Effective Lengths
  • Frames Meeting Alignment Chart Assumptions
  • Frames Not Meeting Alignment Chart Assumptions
  • as to Joint Rotations
  • Stiffness-Reduction Factors
  • Columns Leaning on Each Other for In-Plane Design
  • Base Plates for Concentrically Loaded Columns
  • Problems for Solution
  • CHAPTER Introduction to Beams
  • Types of Beams
  • Sections Used as Beams
  • Bending Stresses
  • Plastic Hinges
  • Elastic Design
  • The Plastic Modulus
  • Theory of Plastic Analysis
  • The Collapse Mechanism
  • The Virtual-Work Method
  • CHAPTER Bolted Connections
  • Introduction
  • Types of Bolts
  • History of High-Strength Bolts
  • Advantages of High-Strength Bolts
  • Snug-Tight, Pretensioned, and Slip-Critical Bolts
  • Methods for Fully Pretensioning High-Strength Bolts
  • Slip-Resistant Connections and Bearing-Type Connections
  • Mixed Joints
  • Sizes of Bolt Holes
  • Load Transfer and Types of Joints
  • Failure of Bolted Joints
  • Spacing and Edge Distances of Bolts
  • Bearing-Type Connections—Loads Passing Through
  • Center of Gravity of Connections
  • Slip-Critical Connections — Loads Passing Through
  • Center of Gravity of Connections
  • Problems for Solution
  • CHAPTER Eccentrically Loaded Bolted Connections and Historical Notes on Rivets
  • Bolts Subjected to Eccentric Shear
  • Bolts Subjected to Shear and Tension
  • (Bearing-Type Connections)
  • Bolts Subjected to Shear and Tension
  • (Slip-Critical Connections)
  • Tension Loads on Bolted Joints
  • Prying Action
  • Historical Notes on Rivets
  • Types of Rivets
  • Strength of Riveted Connections —Rivets
  • in Shear and Bearing
  • Problems for Solution
  • CHAPTER Welded Connections
  • General
  • Advantages of Welding
  • American Welding Society \
  • Types of Welding
  • Prequalified Welding
  • Welding Inspection
  • Classification of Welds
  • Welding Symbols
  • Groove Welds
  • Fillet Welds
  • Strength of Welds
  • AISC Requirements
  • Design of Simple Fillet Welds
  • Design of Connections for Members with Both Longitudinal
  • and Transverse Fillet Welds
  • Some Miscellaneous Comments
  • Design of Fillet Welds for Truss Members
  • Plug and Slot Welds
  • Shear and Torsion
  • Shear and Bending
  • Full-Penetration and Partial-Penetration Groove Welds
  • Problems for Solution
  • CHAPTER Building Connections
  • Selection of Type of Fastener
  • Types of Beam Connections
  • Standard Bolted Beam Connections
  • AISC Manual Standard Connection Tables
  • Designs of Standard Bolted Framed Connections
  • Designs of Standard Welded Framed Connections
  • Single-Plate, or Shear Tab, Framing Connections
  • End-Plate Shear Connections
  • Designs of Welded Seated Beam Connections
  • Designs of Stiffened Seated Beam Connections
  • Designs of Moment-Resisting FR Moment Connections
  • Column Web Stiffeners
  • Problems for Solution
  • CHAPTER Composite Beams
  • Composite Construction
  • Advantages of Composite Construction
  • Discussion of Shoring
  • Effective Flange Widths
  • Shear Transfer
  • Partially Composite Beams
  • Strength of Shear Connectors
  • Number, Spacing, and Cover Requirements
  • for Shear Connectors
  • Moment Capacity of Composite Sections
  • Deflections
  • Design of Composite Sections
  • Continuous Composite Sections
  • Design of Concrete-Encased Sections
  • Problems for Solution
  • CHAPTER Composite Columns
  • Introduction
  • Advantages of Composite Columns
  • Disadvantages of Composite Columns
  • Lateral Bracing
  • Specifications for Composite Columns
  • Axial Design Strengths of Composite Columns
  • Shear Strength of Composite Columns
  • LRFD and ASD Tables
  • Load Transfer at Footings and Other Connections
  • Tensile Strength of Composite Columns
  • Axial Load and Bending
  • Problems for Solution
  • CHAPTER Cover-Plated Beams and Built-up Girders
  • Cover-Plated Beams
  • Built-up Girders
  • Built-up Girder Proportions
  • Flexural Strength
  • Tension Field Action
  • Design of Stiffeners
  • Problems for Solution
  • CHAPTER Design of Steel Buildings
  • Introduction to Low-Rise Buildings
  • Types of Steel Frames Used for Buildings
  • Common Types of Floor Construction
  • Concrete Slabs on Open-Web Steel Joists
  • One-Way and Two-Way Reinforced-Concrete Slabs
  • Composite Floors
  • Concrete-Pan Floors
  • Steel Floor Deck
  • Flat Slab Floors
  • Precast Concrete Floors
  • Types of Roof Construction
  • Exterior Walls and Interior Partitions
  • Fireproofing of Structural Steel
  • Introduction to High-Rise Buildings
  • Discussion of Lateral Forces
  • Types of Lateral Bracing
  • Analysis of Buildings with Diagonal Wind Bracing
  • for Lateral Forces
  • Moment-Resisting Joints
  • Design of Buildings for Gravity Loads
  • Selection of Members
  • APPENDIX A Derivation of the Euler Formula
  • APPENDIX B Slender Compression Elements
  • APPENDIX C Flexural-Torsional Buckling of Compression Members
  • APPENDIX D Moment-Resisting Column Base Plates
  • APPENDIX E Ponding
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structural steel design 5th edition by JACK C McCORMAC STEPHEN and F CSERNAK

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