Beschreibung
Dieser Text bezieht sich auf eine vergriffene oder nicht verfügbare Ausgabe dieses Titels. Synopsis Presents the background needed for developing and explaining design requirements. This edition (the first was 1971) reflects the formal adoption by the American Institute of Steel Construction of a specification for Load and Resistance Factor Design. For beginning and more advanced undergraduate cou -- Dieser Text bezieht sich auf eine vergriffene oder nicht verfügbare Ausgabe dieses Titels.

Inhalt

PREFACE CONVERSION FACTORS
CHAPTER 1 Introduction
1.1 Structural Design
1.2 Principles of Design
1.3 Historical Background of Steel Structures
1.4 Loads
1.5 Types of Structural Steel Members
1.6 Steel Structures
1.7 Specifications and Building Codes
1.8 Philosophies of Design
1.9 Factors of Safety--ASD and LRFD Compared
1.10 Why Should LRFD be Used?
1.11 Analysis of the Structure Selected References

CHAPTER 2 Steels and Properties
2.1 Structural Steels
2.2 Fastener Steels
2.3 Weld Electrode and Filler Material
2.4 Stress-Strain Behavior (Tension Test) at Atmospheric Temperatures
2.5 Material Toughness
2.6 Yield Strength for Multiaxial States of Stress
2.7 High Temperature Behavior
2.8 Cold Work and Strain Hardening
2.9 Brittle Fracture
2.10 Lamellar Tearing
2.11 Fatigue Strength
2.12 Corrosion Resistance and Weathering Steels Selected References

CHAPTER 3 Tension Members
3.1 Introduction
3.2 Nominal Strength
3.3 Net Area
3.4 Effect of Staggered Holes on Net Area
3.5 Effective Net Area
3.6 Tearing Failure at Bolt Holes
3.7 Stiffness as a Design Criterion
3.8 Load Tansfer at Connections
3.9 Load and Resistance Factor Design--Tension Members
3.10 Tension Rods
3.11 Allowable Stress Design--Tension Members Selected References Problems

CHAPTER 4 Structural Fasteners
4.1 Types of Fasteners
4.2 Historical Background of High-Strength Bolts
4.3 Causes of Rivet Obsolescence
4.4 Details of High-Strength Bolts
4.5 Installation Procedures
4.6 Nominal Strength of Individual Fasteners
4.7 Load and Resistance Factor Design--Fasteners
4.8 Examples--Tension Member Bearing-Type Connections--LRFD
4.9 Slip-Critical Joints
4.10 Allowable Stress Design--Fasteners
4.11 Examples--Tension Members Using Allowable Stress Design
4.12 Eccentric Shear
4.13 Fasteners Acting in Axial Tension
4.14 Combined Shear and Tension
4.15 Shear and Tension from Eccentric Loading Selected References Problems

CHAPTER 5 Welding
5.1 Introduction and Historical Development
5.2 Basic Processes
5.3 Weldability of Structural Steel
5.4 Types of Joints
5.5 Types of Welds
5.6 Welding Symbols
5.7 Factors Affecting the Quality of Welded Connections
5.8 Possible Defects in Welds
5.9 Inspection and Control
5.10 Economics of Welded Built-up Members and Connections
5.11 Size and Length Limitations for Fillet Welds
5.12 Effective Areas of Welds
5.13 Nominal Strength of Welds
5.14 Load and Resistance Factor Design--Welds
5.15 Allowable Stress Design--Welds
5.16 Welds Connecting Members Subject to Direct Axial Load
5.17 Eccentric Shear Connections--Strength Analysis
5.18 Eccentric Shear Connections--Elastic (Vector) Analysis
5.19 Loads Applied Eccentric to the Plane of Welds Selected References Problems

CHAPTER 6 Compression Members
PART I: COLUMNS
6.1 General
6.2 Euler Elastic Buckling and Historical Background
6.3 Basic Column Strength
6.4 Inelastic Buckling
6.5 Residual Stress
6.6 Development of Column Strength Curves Including Residual Stress
6.7 Structural Stability Research Council (SSRC) Strength Curves
6.8 Load and Resistance Factor Design
6.9 Effective Length
6.10 Load and Resistance Factor Design of Rolled Shapes (W, S, and M) Subject to Axial Compression
6.11 Allowable Stress Design
6.12 Shear Effect
6.13 Design of Latticed Members
PART II: PLATES
6.14 Introduction to Stability of Plates
6.15 Strength of Plates under Uniform Edge Compression
6.16 AISC Width/Thickness Limits Lambda(r) to Achieve Yield Stress Without Local Plate Buckling
6.17 AISC Width/Thickness Limits Lambda(p) to Achieve Significant Plastic Deformation
6.18 AISC Provisions to Account for the Buckling and Post-Buckling Strengths of Plate Elements
6.19 Design of Compression Members as Affected by Local Buckling Provisions Selected References Problems

CHAPTER 7 Beams: Laterally Supported
7.1 Introduction
7.2 Simple Bending of Symmetrical Shapes
7.3 Behavior of Laterally Stable Beams
7.4 Laterally Supported Beams--Load and Resistance Factor Design
7.5 Laterally Supported Beams--Allowable Stress Design
7.6 Serviceability of Beams
7.7 Shear on Rolled Beams
7.8 Concentrated Loads Applied to Rolled Beams
7.9 Holes in Beams
7.10 General Flexural Theory
7.11 Biaxial Bending of Symmetric Sections Selected References Problems

CHAPTER 8 Torsion
8.1 Introduction
8.2 Pure Torsion of Homogeneous Sections
8.3 Shear Stresses Due to Bending of Thin-Wall Open Cross-Sections
8.4 Shear Center
8.5 Torsional Stresses in I-Shaped Steel Sections
8.6 Analogy Between Torsion and Plane Bending
8.7 Practical Situations of Torsional Loading
8.8 Load and Resistance Factor Design for Torsion--Laterally Stable Beams
8.9 Allowable Stress Design for Torsion--Laterally Stable Beams
8.10 Torsion in Closed Thin-Wall Sections
8.11 Torsion in Sections with Open and Closed Parts
8.12 Torsional Buckling Selected References Problems

CHAPTER 9 Lateral-Torsional Buckling of Beams
9.1 Rational Analogy to Pure Columns
9.2 Lateral Support
9.3 Strength of I-Shaped Beams Under Uniform Moment
9.4 Elastic Lateral-Torsional Buckling
9.5 Inelastic Lateral-Torsional Buckling
9.6 Load and Resistance Factor Design--I-Shaped Beams Subjected to Strong-Axis Bending
9.7 Allowable Stress Design--I-Shaped Beams Subjected to Strong-Axis Bending
9.8 Effective Laterally Unbraced Length
9.9 Examples: Load and Resistance Factor Design
9.10 Examples: Allowable Stress Design
9.11 Weak-Axis Bending of I-Shaped Sections
9.12 Lateral Buckling of Channels, Zees, Monosymmetric I-Shaped Sections, and Tees
9.13 Lateral Bracing Design
9.14 Biaxial Bending of Doubly Symmetric I-Shaped Sections Selected References Problems

CHAPTER 10 Continuous Beams
10.1 Introduction
10.2 Plastic Strength of a Statically Indeterminate Beam
10.3 Plastic Analysis--Load and Resistance Factor Design Examples
10.4 Elastic Analysis--Load and Resistance Factor Design Example
10.5 Elastic Analysis--Allowable Stress Design Examples
10.6 Splices Selected References Problems

CHAPTER 11 Plate Girders
11.1 Introduction and Historical Development
11.2 Difference Between Beam and Plate Girder
11.3 Vertical Flange Buckling Limit State
11.4 Nominal Moment Strength--Load and Resistance Factor Design
11.5 Moment Strength--Allowable Stress Design
11.6 Moment Strength Reduction Due to Bend-Buckling of the Web
11.7 Nominal Moment Strength--Hybrid Girders
11.8 Nominal Shear Strength--Elastic and Inelastic Buckling
11.9 Nominal Shear Strength--Including Tension-Field Action
11.10 Strength in Combined Bending and Shear
11.11 Intermediate Transverse Stiffeners
11.12 Bearing Stiffener Design
11.13 Longitudinal Web Stiffeners
11.14 Proportioning the Section
11.15 Plate Girder Design Example--LRFD Selected References Problems

CHAPTER 12 Combined Bending and Axial Load
12.1 Introduction
12.2 Differential Equation for Axial Compression and Bending
12.3 Moment Magnification--Simplified Treatment for Members in Single Curvature Without End Translation
12.4 Moment