Structural Analysis,
6th Edition

Aslam Kassimali

ISBN-13: 9781337630931
Copyright 2020 | Published
848 pages | List Price: USD $302.95

Master the basic principles of structural analysis using the classical approach found in Kassimali's distinctive STRUCTURAL ANALYSIS, 6th Edition. This edition presents concepts in a logical order, progressing from an introduction of each topic to an analysis of statically determinate beams, trusses and rigid frames, and then to the analysis of statically indeterminate structures. Practical, solved problems integrated throughout the presentation help illustrate and clarify the book's fundamental concepts, while the latest examples and timely content reflect today's most current professional standards. For further support, you can download accompanying interactive software for analyzing plane framed structures from this edition's companion website. Trust Kassimali's STRUCTURAL ANALYSIS, 6th Edition for the tools and knowledge you need for advanced study and professional success.

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PART 1: INTRODUCTION TO STRUCTURAL ANALYSIS AND LOADS.
1. Introduction to Structural Analysis.
2. Loads on Structures.
PART 2: ANALYSIS OF STATICALLY DETERMINATE STRUCTURES.
3. Equilibrium and Support Reactions.
4. Plane and Space Trusses.
5. Beams and Frames: Shear and Bending Moment.
6. Deflections of Beams: Geometric Methods.
7. Deflections of Trusses, Beams, and Frames: Work – Energy Methods.
8. Influence Lines.
9. Application of Influence Lines.
10. Analysis of Symmetric Structures.
PART 3: ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES.
11. Introduction to Statically Indeterminate Structures.
12. Approximate Analysis of Rectangular Building Frames.
13. Method of Consistent Deformations – Force Method.
14. Influence Lines for Statically Indeterminate Structures.
15. Slope-Deflection Method.
16. Moment-Distribution Method.
17. Introduction to Matrix Structural Analysis.
Appendix A: Areas and Centroids of Geometric Shapes.
Appendix B: Review of Matrix Algebra.
Appendix C: Computer Software.
Appendix D: Three-Moment Equation.