Steel Design by McMullin, Paul W. -- Read -- Imperial Library of Trantor

Index

Cover Title Copyright Dedication Contents Acknowledgments Notes on Contributors Introduction 1 LeBow Business Building

1.1 Introduction 1.2 Design Development 1.3 Construction Documents 1.4 Construction Administration 1.5 Opening

2 Steel Fundamentals

2.1 Historical Overview 2.2 Codes 2.3 Materials 2.4 Material Behavior 2.5 Structural Configuration 2.6 Section Types and their Properties 2.7 Construction 2.8 Quality Control 2.9 Where We Go from Here

3 Steel Tension

3.1 Stability 3.2 Capacity 3.3 Demand vs Capacity 3.4 Deflection 3.5 Detailing 3.6 Design Steps 3.7 Example: Tension Member Design 3.8 Where We Go from Here

4 Steel Bending

4.1 Stability 4.2 Capacity 4.3 Demand versus Capacity 4.4 Serviceability Limit States 4.5 Design Steps 4.6 Example: Flexural Member Design 4.7 Where We Go from Here

5 Steel Shear and Torsion

5.1 Stability 5.2 Capacity 5.3 Demand vs Capacity 5.4 Deflection 5.5 Detailing 5.6 Design Steps 5.7 Design Example 5.8 Where We Go from Here

6 Steel Compression

6.1 Stability 6.2 Capacity 6.3 Demand vs Capacity 6.4 Deflection 6.5 Design Steps 6.6 Design Example 6.7 Where We Go from Here

7 Steel Lateral Design

7.1 Introduction 7.2 Lateral Load Paths 7.3 Diaphragms 7.4 Lateral System Types 7.5 Seismic Design Considerations 7.6 Where We Go from Here

8 Steel Connections

8.1 Connector Types 8.2 Capacity 8.3 Demand vs. Capacity 8.4 Detailing 8.5 Design Steps 8.6 Design Example 8.7 Where We Go from Here

Appendix 1: Selected Section Properties Appendix 2: Beam Solutions Appendix 3: Units Appendix 4: Symbols Appendix 5: Units Conversion Bibliography Glossary Index