INDICE: Chapter 1 Introduction 1.1 Scope 1.2 The Specification 1.3 The Manual 1.4 AISC Web Site Resources 1.5 Principles of Structural Design 1.6 Parts of the Steel Structure 1.7 Types of Steel Structures 1.7.1 Bearing Wall Construction 1.7.2 Beam-and-Column Construction 1.7.3 Long-Span Construction 1.7.4 High-Rise Construction 1.7.5 Single-Story Construction 1.8 Design Philosophies 1.9 Fundamentals of Allowable Strength Design (ASD) 1.10 Fundamentals of Load and Resistance Factor Design (LRFD) 1.11 Inelastic Design 1.12 Structural Safety 1.13 Limit States 1.14 Building Codes and Design Specifications 1.15 Integrated Design Project 1.16 Problems Chapter 2 Loads, Load Factors, and Load Combinations 2.1 Introduction 2.2 Building Load Sources 2.2.1 Dead Load 2.2.2 Live Load 2.2.3 Snow Load 2.2.4 Wind Load 2.2.5 Seismic Load 2.2.6 Special Loads 2.3 Building Load Determination 2.3.1 Dead Load 2.3.2 Live Load 2.3.3 Snow Load 2.3.4 Wind Load 2.3.5 Seismic Load 2.4 Load Combinations for ASD and LRFD 2.5 Load Calculations 2.6 Calibration 2.7 Problems Chapter 3 Steel Building Materials 3.1 Introduction 3.2 Applicability of the AISC Specification 3.3 Steel for Construction 3.4 Structural Steel Shapes 3.4.1 ASTM A6 Standard Shapes 3.4.2 Hollow Shapes 3.4.3 Plates and Bars 3.4.4 Built-up Shapes 3.5 Chemical Components of Structural Steel 3.6 Grades of Structural Steel 3.6.1 Steel for Shapes 3.6.2 Steel for Plates and Bars 3.6.3 Steel for Fasteners 3.6.4 Steel for Welding 3.6.5 Steel for Shear Studs 3.7 Availability of Structural Steel 3.8 Problems Chapter 4 Tension Members 4.1 Introduction 4.2 Tension Members in Structures 4.3 Cross-Sectional Shapes for Tension Members 4.4 Behavior and Strength of Tension Members 4.4.1 Yielding 4.4.2 Rupture 4.5 Computation of Areas 4.5.1Gross Area 4.5.2 Net Area 4.5.3 Influence of Hole Placement 4.5.4 Effective Net Area 4.6 Design of Tension Members 4.7 Block Shear 4.8 Pin-Connected Members 4.9 Eye-Bars and Rods 4.10 Built-Up Tension Members 4.11 Truss Members 4.12 Bracing Members 4.13 Problems Chapter 5 Compression Members 5.1 Compression Members in Structures 5.2 Cross-Sectional Shapes for Compression Members 5.3 Compression Member Strength 5.3.1 Euler Column 5.3.2 Other Boundary Conditions 5.3.3 Combination of Bracing and End Conditions 5.3.4 Real Column 5.3.5 AISC Provisions 5.4 Additional Limit States for Compression 5.5 Length Effects 5.5.1 Effective Length for Inelastic Columns 5.6 Slender Elements in Compression 5.7 Column Design Tables 5.8 Torsional Buckling and Flexural-Torsional Buckling 5.9 Single-Angle Compression Members 5.10 Built-Up Members 5.11 Column Base PLates 5.12 Problems Chapter 6 Bending Members 6.1Bending Members in Structures 6.2 Strength of Beams 6.3 Design of Compact Laterally Supported Wide Flange Beams 6.4 Design of Compact Laterally Unsupported Wide Flange Beams 6.4.1 Lateral Torsional Buckling 6.4.2 Moment Gradient 6.5 Design of Noncompact Beams 6.5.1 Local Buckling 6.5.2 Flange Local Buckling 6.
- ISBN: 978-0-470-44403-0
- Editorial: John Wiley & Sons
- Encuadernacion: Cartoné
- Páginas: 540
- Fecha Publicación: 30/12/2011
- Nº Volúmenes: 1
- Idioma: Inglés