Limit State Design of Steel Structures

Chapter 1: General Considerations
Chapter 2: Plastic Analysis and Design
Chapter 3: Foundation for Limit State Design—I: Residual Stresses,
Local Buckling and Section Classification
Chapter 4: Foundation for Limit State Design—II: Reliability Theory
Chapter 5: Design Philosophies
Chapter 6: Limit State Design
Chapter 7: Simple Connections–Bolted, Pinned and Riveted Connections
Chapter 8: Simple Welded Connection
Chapter 9: Eccentric and Moment Connections
Chapter 10: Tension Members
Chapter 11: Compression Members
Chapter 12: Beams
Chapter 13: Plate Girder
Chapter 14: Gantry Girder
Chapter 15: Members under Combined Axial Load and
Moments
Chapter 16: Column Bases and Caps
Chapter 17: Roof Trusses
Chapter 18: Tubular Roof Trusses
 
    Appendices 
      I: Metallurgy of Steel 
     II: Plastic Properties of Beams
    III: Designation of Steel Sections
     IV: Drawbacks of Hot-Rolled Sections with Tapered Flanges
      V: Buckling of Plates under Compression in One Direction
     VI: Post-Buckling
    VII: Standard Normal Tables: The N (0, 1) Distribution
   VIII: Geometric Imperfections
     IX: Failure Criteria for Steel
      X: Shear Deformations
     XI: Elastic Lateral Torsional Buckling
    XII: Shear Center

OVERVIEW
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• Limit State Design Of Steel Structures