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Structural Steel Design, 5th Edition

Structural Steel Design, 5th Edition

Perfect manual for students learning about steel design as well as professionals who have been in the business for years.

Price: $284.00
Product Code/ISBN: 9780136079484
Year: 2012
Publisher: Pearson

The perfect manual for students learning about steel design as well as professionals who have been in the business for years. The new edition has been fully updated to reflect the latest changes in the American Manual of Steel Construction.

Table of Contents

Preface iii

  1. Introduction to Structural Steel Design
    1. Advantages of Steel as a Structural Material
    2. Disadvantages of Steel as a Structural Material
    3. Early Uses of Iron and Steel
    4. Steel Sections
    5. Metric Units
    6. Cold-Formed Light-Gage Steel Shapes
    7. Stress-Strain Relationships in Structural Steel
    8. Modern Structural Steels
    9. Uses of High-Strength Steels
    10. Measurement of Toughness
    11. Jumbo Sections
    12. Lamellar Tearing
    13. Furnishing of Structural Streel
    14. The Work of the Structural Designer
    15. Economical Design of Steel Members
    16. Failure of Structures
    17. Handling and Shipping Structural Steel
    18. Calculation Accuracy
    19. Computers and Structural Steel Design
    20. Problems for Solution
  2. Specifications, Loads, and Methods of Design
    1. Specifications and Building Codes
    2. Loads
    3. Dead Loads
    4. Live Loads
    5. Environmental Loads
    6. Load and Resistance Factor Design (LRFD) and Allowable Strength Design (ASD)
    7. Nominal Strengths
    8. Shading
    9. Computation of Loads for LRFD and ASD
    10. Computing Combined Loads with LRFD Expressions
    11. Computing Combined Loads with ASD Expressions
    12. Two Methods of Obtaining an Acceptable Level of Safety
    13. Discussion of Sizes of Load Factors and Safety Factors
    14. Author’s Comment
    15. Problems for Solution
  3. Analysis of Tension Members
    1. Introduction
    2. Nominal Strengths of Tension Members
    3. Net Areas
    4. Effect of Staggered Holes
    5. Effective Net Areas
    6. Connecting Elements for Tension Members
    7. Block Shear
    8. Problems for Solution
  4. Design of Tension Members
    1. Selection of Selections
    2. Built-Up Tension Members
    3. Rods and Bars
    4. Pin-Connected Members
    5. Design for Fatigue Loads
    6. Problems for Solution
  5. Introduction to Axially Loaded Compression Members
    1. General
    2. Residual Stresses
    3. Sections Used for Columns
    4. Development of Column Formulas
    5. The Euler Formula
    6. End Restraint and Effective Lengths of Columns
    7. Stiffened and Unstiffened Elements
    8. Long, Short, and Intermediate Columns
    9. Column Formuals
    10. Maximum Slenderness Ratios
  6. Design of Axially Loaded Compression Members
    1. Introduction
    2. AISC Design Tables
    3. Column Splices
    4. Built-Up Columns
    5. Built-Up Columns with Components in Contact with Each Other
    6. Connection Requirements for Built-Up Columns Whose Components Are in Contact with Each Other
    7. Built-Up Columns with Components not in Contact With Each Other
    8. Single-Angle Compression Members
    9. Sections Containing Slender Elements
    10. Flexural-Torsional Buckling of Compression Members
    11. Problems for Solution
  7. Design of Axially Loaded Compression Members (Continued) and Column Base Plates
    1. Introduction
    2. Further Discussion of Effective Lengths
    3. Frames Meeting Alignment Chart Assumptions
    4. Frames Not Meeting Alignment Chart Assumptions as to Joint Rotations
    5. Stiffness-Reduction Factors
    6. Columns Leaning on Each Other for In-Plane Design
    7. Base Plates for Concentrically Loaded Columns
    8. Problems for Solution
  8. Introduction to Beams
    1. Types of Beams
    2. Sections Used as Beams
    3. Bending Stresses
    4. Plastic Hinges
    5. Eleastic Design
    6. The Plastic Modulus
    7. Theory of Plastic Analysis
    8. The Collapse Mechanism
    9. The Virtual-Work Method
    10. Example Problems
    11. Problems for Solution
    12. Location of Plastic Hinge for Uniform Loadings
    13. Continuous Beams
    14. Building Frames
    15. Problems for Solutions
  9. Design of Beams for Moments
    1. Introduction
    2. Yielding Behavior – Full Plastic Moment, Zone
    3. Design of Beams, Zone 1
    4. Lateral Support of Beams
    5. Introduction to Inelastic Buckling, Zone 2
    6. Moment Capacities, Zone 2
    7. Elastic Buckling, Zone 3
    8. Design Charts
    9. Noncompact Sections
    10. 10 Problems for Solution
  10. Design of Beams-Miscellaneous Topics (Shear, Deflection, etc.)
    1. Design of Continuous Beams
    2. Shear
    3. Deflections
    4. Webs and Flanges with Concentrated Loads
    5. Unsymmetrical Bending
    6. Design of Purlins
    7. The Shear Center
    8. Beam-Bearing Plates
    9. Lateral Bracing at Member Ends Supported on Base Plates
    10. 10 Problems for Solution
  11. Bending and Axial Force
    1. Occurrence
    2. Members Subject to Bending and Axial Tension
    3. First-Order and Second-Order Moments for Members Subject to Axial Compression and Bending
    4. Direct Analysis Method
    5. Effective Length Method
    6. Approximate Second-Order Analysis
    7. Beam-Columns in Braced Frames
    8. Beam-Columns in Unbraced Frames
    9. Design of Beam-Columns-Braced or Unbraced
    10. 10 Problems for Solution
  12. Bolted Connections
    1. Introduction
    2. Types of Bolts
    3. History of High-Strength Bolts
    4. Advantages of High-Strength Bolts
    5. Snug-Tight, Pretensioned, and Slip-Critical Bolts
    6. Methods for Fully Pretensioning High-Strength Bolts
    7. Slip-Resistant Connections and Bearing-Type Connections
    8. Mixed Joints
    9. Sizes of Bolt Holes
    10. Load Transfer and Types of Joints
    11. Failure of Bolted Joints
    12. Spacing and Edge Distances of Bolts
    13. Bearing-Type Connections-Loads Passing Through Center of Gravity of Connections
    14. Slip-Critical Connections-Loads Passing Through Center of Gravity of Connections
    15. Problems for Solution
  13. Eccentrically Loaded Bolted Connections and Historical Notes on Rivets
    1. Bolts Subjected to Eccentric Shear
    2. Bolts Subjected to Shear and Tension (Bearing-Type Connections)
    3. Bolts Subjected to Shear and Tension (Slip-Critical Connections)
    4. Tension Loads on Bolted Joints
    5. Prying Action
    6. Historical Notes on Rivets
    7. Types of Rivets
    8. Strength of Riveted Connections-Rivets in Shear and Bearing
    9. Problems for Solution
  14. Welded Connections
    1. General
    2. Advantages of Welding
    3. American Welding Society
    4. Types of Welding
    5. Prequalified Welding
    6. Welding Inspection
    7. Classification of Welds
    8. Welding Symbols
    9. Groove Welds
    10. Fillet Welds
    11. Strength of Welds
    12. AISC Requirements
    13. Design of Simple Fillet Welds
    14. Design of Connections for Members with Both Longitudinal and Transverse Fillet Welds
    15. Some Miscellaneous Comments
    16. Design of Fillet Welds for Truss Members
    17. Plug and Slot Welds
    18. Shear and Torsion
    19. Shear and Bending
    20. Full-Penetration and Partial Penetration Groove Welds
    21. Problems for Solution
  15. Building Connections
    1. Selection of Types of Fastener
    2. Types of Beam Connections
    3. Standard Bolted Beam Connections
    4. AISC Manual Standard Connection Tables
    5. Designs of Standard Bolted Framed Connections
    6. Designs of Standard Welded Framed Connections
    7. Single-Plate, or Shear Tab, Framing Connections
    8. End-Plate Shear Connections
    9. Designs of Welded Seated Beam Connections
    10. Design of Stiffened Seated Beam Connections
    11. Designs of Moment-Resisting FR Moment Connections
    12. Column Web Stiffeners
    13. Problems for Solution
  16. Composite Beams
    1. Composite Construction
    2. Advantages of Composite Construction
    3. Discussion of Shoring
    4. Effective Flange Widths
    5. Shear Transfer
    6. Partially Composite Beams
    7. Strength of Shear Connectors
    8. Number, Spacing, and Cover Requirements for Shear Connectors
    9. Moment Capacity of Composite Sections
    10. Deflections
    11. Design of Composite Sections
    12. Continuous Composite Sections
    13. Design of Concrete-Encased Sections
    14. Problems for Solutions
  17. Composite Columns
    1. Introduction
    2. Advantages of Composite Columns
    3. Disadvantages of Composite Columns
    4. Lateral Bracing
    5. Specifications for Composite Columns
    6. Axial Design Strengths of Composite Columns
    7. Shear Strength of Composite Columns
    8. LRFD and ASD Tables
    9. Load Transfer at Footings and Other Connections
    10. Tensile Strength of Composite Columns
    11. Axial Load and Bending
    12. Problems for Solution
  18. Cover-Plated Beams and Built-up Girders
    1. Cover-Plated Beams
    2. Built-up Girders
    3. Built-up Girder Proportions
    4. Flexural Strength
    5. Tension Field Action
    6. Design of Stiffeners
    7. Problems for Solution
  19. Design of Steel Buildings
    1. Introduction to Low-Rise Buildings
    2. Types of Steel Frames Used for Buildings
    3. Common Types of Floor Construction
    4. Concrete Slabs on Open-Web Steel Joists
    5. One-Way and Two-Way Reinforced-Concrete Slabs
    6. Composite Floors
    7. Concrete-Pan Floors
    8. Steel Floor Deck
    9. Flat Slab Floors
    10. Precast Concrete Floors
    11. Types of Roof Construction
    12. Exterior Walls and Interior Partitions
    13. Fireproofing of Structural Steel
    14. Introduction to High-Rise Buildings
    15. Discussion of Lateral Forces
    16. Types of Lateral Bracing
    17. Analysis of Buildings and Diagonal Wind Bracing for Lateral Forces
    18. Moment-Resisting Joints
    19. Design of Buildings for Gravity Loads
    20. 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