http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
1 online resource (544 pages) : 200 illustrations.
The purpose of this book is to provide a primary textbook for an undergraduate course in the design of steel structures.
Cover -- About the Authors -- Title Page -- Copyright Page -- Contents -- Preface -- Acknowledgments -- 1 Introduction -- 1.1 Introduction to Structural Steel Design -- 1.2 Structural Steel as a Building Material -- 1.3 Material Properties of Steel and Cross-Sectional Shapes -- 1.4 Structural Systems and Elements in Steel Structures -- 1.5 Design Specifications and Design Philosophies (LRFD/ASD) -- 1.6 Problems -- Appendix: Project Description -- Bibliography -- 2 Design Considerations -- 2.1 Introduction -- 2.2 Design Loads and Design Approaches -- 2.3 Design of Structural Framing Systems -- 2.4 Load Paths in Steel Structures -- 2.5 Problems -- Bibliography -- 3 Tension Members -- 3.1 Introduction -- 3.2 General Strength Requirement for Tension Members -- 3.3 Tension Member Strength -- 3.4 Slenderness Requirement (Stiffness Criteria) -- 3.5 Summary of Design Strength Requirement of Tensile Members -- 3.6 Problems -- Bibliography -- 4 Design of Columns -- 4.1 Introduction -- 4.2 Column Behavior -- 4.3 AISC Design Requirements -- 4.4 Design Examples -- 4.5 Problems -- Bibliography -- 5 Design of Beams -- 5.1 Introduction -- 5.2 Behavior of Laterally Supported Beams -- 5.3 Lateral-Torsional Buckling -- 5.4 Shear Strength -- 5.5 Serviceability -- 5.6 Concentrated Forces -- 5.7 Design of Bearing Stiffeners -- 5.8 Design Summary -- 5.9 Problems -- Bibliography -- 6 Torsion -- 6.1 Introduction -- 6.2 Accidental Torsion vs. Expected Torsion -- 6.3 Fundamentals in Elastic Torsional Analysis of Steel Members -- 6.4 Stress Analysis and Design Considerations -- 6.5 Behavior and Design -- 6.6 Problems -- Bibliography -- 7 Beam-Columns -- 7.1 Introduction -- 7.2 Demand and Capacity Evaluation on Beam-Columns -- 7.3 Design for Stability -- 7.4 Approximate Second-Order (Amplified First-Order) Analysis Method (Moment Amplification Method) -- 7.5 Design of Members in Unbraced (Moment) Frames -- 7.6 Design for Combined Axial Force and Flexure (AISC 360, Section H) -- 7.7 Basic Steps in Beam-Column Design -- 7.8 Application of Design Tables in AISC Manual for Beam-Columns -- 7.9 Problems -- Bibliography -- 8 Introduction to Connections -- 8.1 Introduction -- 8.2 Overview of Common Connection Types in Framed Structures -- 8.3 General Failure Modes -- 8.4 Bolted Connections -- 8.5 W elded Connections -- 8.6 Design Procedures for Common Beam-to-Column Connections -- 8.7 Problems -- Bibliography -- 9 Plate Girders -- 9.1 Introduction -- 9.2 Behavior and Design of Web under Shear -- 9.3 Tension Field Action (Postbuckling Stage) -- 9.4 Behavior and Design of Web under Bending Moment -- 9.5 Intermediate Transverse Stiffeners (ITS) -- 9.6 Bearing Stiffeners (BS) -- 9.7 Design of Bearing Stiffeners -- 9.8 Summary for Design of Plate Girders -- 9.9 Problems -- Bibliography -- Appendix Additional Seismic Design Considerations -- Index.
Jay Shen, Bulent Akbas, Onur Seker, Mahmoud Faytarouni.
Electronic reproduction. New York, N.Y. : McGraw Hill, 2021. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions.
Mode of access: Internet via World Wide Web.
Includes bibliographical references and index.
New York, N.Y. : McGraw-Hill Education, 2021