|McCormac, Jack C.|
Using Classical and Matrix Methods
4. Edition February 2007
2007. 620 Pages, Hardcover
ISBN 978-0-470-03608-2 - John Wiley & Sons
E-Books are also available on all known E-Book shops.
The purpose of this text is to develop students' fundamental understanding of the principles of structural analysis in the modern engineering office. Matrix methods and computer applications have in effect made many of the older "classical" methods of structural analysis redundant. Matrix methods, and structural analysis software such as SAP2000 are the tools that most engineers use in industry today. However, matrix methods alone may not give students the same "feel" for the behavior of structures subject to loads as does the practice of classical methods.
In addition to modern matrix methods, the author has included in this edition several of the classical methods because they give the student knowledge of the behavior of structures subject to varying loading. Students will develop a thorough understanding of the behavior of structural systems under load as they are introduced to the fundamentals of structural analysis for beams, trusses, and frames. The following classical methods are included in this edition: influence lines, conjugate-beam analysis for deflections, and approximate methods and moment distribution for statically indeterminate structures.
The availability of computational software has completely changed the practical application of structural analysis. Instead of applying classical methods, engineers often use computer programs prepared with matrix methods. For this reason, the educational version of the SAP2000 software, as well as the author-developed SABLE software, are available for download from the book website.
This text is suitable for the undergraduate level course. However, sufficient information is included for an additional course at the senior or graduate level.
Found in Civil Engineering, Architecture, Architectural Engineering, and Construction
Course is called Structural Analysis
Junior level course
From the contents
PART I: STATICALLY DETERMINATE STRUCTURES.
Chapter 1. Introduction.
Chapter 2. Structural Loads.
Chapter 3. System Loading and Behavior.
Chapter 4. Reactions.
Chapter 5. Shearing Force and Bending Moment.
Chapter 6. Introducing to Plane Trusses.
Chapter 7. Plane Trusses, Continued.
Chapter 8. Three Dimensional or Space Trusses.
Chapter 9. Influence Lines for beams.
Chapter 10. Truss Influence Lines and Moving Loads.
Chapter 11. Deflections and Angle Changes Using Geometric Methods.
Chapter 12. Deflections and Angle Changes Using Geometric Methods Continued.
Chapter 13. Deflections and Angle Changes Using Energy Methods.
PART II: STATICALLY INDETERMINATE STRUCTURES.
Chapter 14. Introduction to Statically Indeterminate Structures.
Chapter 15. Force Methods of Analyzing Statically Indeterminate Structures.
Chapter 16. Force Methods of Analyzing Statically Indeterminate Structures Continued.
Chapter 17. Influence Lines for Statically Indeterminate Structures.
Chapter 18. Slope Deflection: A Displacement Method of Analysis.
PART III: STATICALLY INDETERMINATE STRUCTURES.
Chapter 19. Approximate Analysis of Statically Indeterminate Structures.
Chapter 20. Moment Distribution for Beams.
Chapter 21. Moment Distribution for Beams for Frames.
Chapter 22. Introduction to Matrix Methods.
Chapter 23. Fundamentals of the Displacement or Stiffness.
Chapter 24. Stiffness Matrices for Inclined Members.
Chapter 25. Additional Matrix Procedures.
Appendix A: The Catenary Equation.
Appendix B: Matrix Algebra.
Appendix C: Wind, Seismic and Snow Load Tables and Figures.
Appendix D: Computer Analysis of Various Structures Using SAP2000.