Structural Steel Design
Sunday, December 20, 2009
Chapter 1 STRUCTURAL STEEL
Notation
Definitions
Mechanical Properties
Availability
Structural Shapes
Design Methods
ASD versus LRFD
Chapter 2 INTRODUCTION TO LRFD
Notation
Basic Concepts
Probability Theory
-Loads
Load Combinations
Chapter 3 TENSION MEMBERS
Notation
Introduction
Cross-Sectional Areas
Design Tensile
Chapter 4 COLUMNS AND OTHER COMPRESSION MEMBERS
Notation
Introduction
Local Buckling
Column Buckling
Effective Length Factor: Judgmental Method
Effective Length Factor: Analytical Method
Design Compressive Strength
Column Design
Displacement
Chapter 5 COMPACT BEAMS AND OThER FLEXURAL MEMBERS
Notation
Introduction
Compactness
Flexural Behavior
Elastic versus Plastic Analysis
Design Flexural Strength: Cb = 1.0, Lb L,
Bending Coefficient Cb
Design Flexural Strength: Cb 1.0,
Design Flexural Strength: Lb > L,
Gross and Net Cross Sections
Design Shear Strength
Displacement and Vibration
Chapter 6 NONCOMPACT BEAMS AND PLATE GIRDERS
Introduction
Nonconipact Beams
Design Flexural Strength of Plate Girders
Design Shear- Strength of Plate Girders
Web Stiffeners
Stiffener Details
Rolled versus Built-Up Beams
MEMBERS IN FLEXURE AND TENSION
Notation
Introduction
Interaction Formulas
Chapter 8 BEAM.COLUMNS COMJUNED FLEXURE
Notation
Introduction
Interaction Formulas
Simplified Second-Order Analysis
Preliminary Design
AND COMPRESSION
Chapter 9 TORSION
Notation
Introduction
Shear Center
Avoiding or Minimizing Torsion
Design Criteria
St. Venant Torsion
Warping Torsion
Dèformation
Chapter 10 COMPOSITE MEMBERS
Notation
Introduction
Columns and Other Compression Members
Beams and Other Flexural Members
Design Flexural Strength
Shear Connectors
Special Provisions for Steel Decks
Concrete-Encased Beams
Beam-Columns: Conibined Flexure and Compression
Design Shear Strength
Chapter 11 CONNECTIONS
Notation
152
Introduction
Welds
Bolts
Connecting Elements and Main Members at Connections
Typical Connections
Bearing on Steel and Concrete
Chapter 12 OTHER DESIGN CONSIDERATIONS
Notation
Introduction
Concentrated Loads and Reactions
Stiffener Requirements
Total 4 mb 200 pages
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