Structural Analysis, SI Edition (MindTap Course List)

Master the basic principles of structural analysis using the classical approach found in Kassimali's distinctive STRUCTURAL ANALYSIS, SI Edition, 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, SI Edition, 6th Edition for the tools and knowledge you need for advanced study and professional success. Contents Part 1: Introduction to Structural Analysis and Loads chapter 1: Introduction to Structural Analysis 1.1 Historical Background 1.2 Role of Structural Analysis in Structural Engineering Projects 1.3 Classification of Structures 1.4 Analytical Models Summary chapter 2: Loads on Structures 2.1 Structural Systems for Transmitting Loads 2.2 Dead Loads 2.3 Live Loads 2.4 Classification of Buildings for Environmental Loads 2.5 Wind Loads 2.6 Snow Loads 2.7 Earthquake Loads 2.8 Hydrostatic and Soil Pressures 2.9 Thermal and Other Effects 2.10 Load Combinations Summary Problems Part 2: Analysis of Statically Determinate Structures chapter 3: Equilibrium and Support Reactions 3.1 Equilibrium of Structures 3.2 External and Internal Forces 3.3 Types of Supports for Plane Structures 3.4 Static Determinacy, Indeterminacy, and Instability 3.5 Computation of Reactions 3.6 Principle of Superposition 3.7 Reactions of Simply Supported Structures Using Proportions Summary Problems chapter 4: Plane and Space Trusses 4.1 Assumptions for Analysis of Trusses 4.2 Arrangement of Members of Plane Trusses—Internal Stability 4.3 Equations of Condition for Plane Trusses 4.4 Static Determinacy, Indeterminacy, and Instability of Plane Trusses 4.5 Analysis of Plane Trusses by the Method of Joints 4.6 Analysis of Plane Trusses by the Method of Sections 4.7 Analysis of Compound Trusses 4.8 Complex Trusses 4.9 Space Trusses Summary Problems chapter 5: Beams and Frames: Shear and Bending Moment 5.1 Axial Force, Shear, and Bending Moment 5.2 Shear and Bending Moment Diagrams 5.3 Qualitative Deflected Shapes 5.4 Relationships between Loads, Shears, and Bending Moments 5.5 Static Determinacy, Indeterminacy, and Instability of Plane Frames 5.6 Analysis of Plane Frames Summary Problems chapter 6: Deflections of Beams: Geometric Methods 6.1 Differential Equation for Beam Deflection 6.2 Direct Integration Method 6.3 Superposition Method 6.4 Moment-Area Method 6.5 Bending Moment Diagrams by Parts 6.6 Conjugate-Beam Method Summary Problems chapter 7: Deflections of Trusses, Beams, and Frames: Work–Energy Methods 7.1 Work 7.2 Principle of Virtual Work 7.3 Deflections of Trusses by the Virtual Work Method 7.4 Deflections of Beams by the Virtual Work Method 7.5 Deflections of Frames by the Virtual Work Method 7.6 Conservation of Energy and Strain Energy 7.7 Castigliano’s Second Theorem 7.8 Betti’s Law and Maxwell’s Law of Reciprocal Deflections Summary Problems chapter 8: Influence Lines 8.1 Influence Lines for Beams and Frames by Equilibrium Method 8.2 Müller-Breslau’s Principle and Qualitative Influence Lines 8.3 Influence Lines for Girders with Floor Systems 8.4 Influence Lines for Trusses 8.5 Influence Lines for Deflections Summary Problems chapter 9: Application of Influence Lines 9.1 Response at a Particular Location Due to a Single Moving Concentrated Load 9.2 Response at a Particular Location Due to a Uniformly Distributed Live Load 9.3 Response at a Particular Location Due to a Series of Moving Concentrated Loads 9.4 Absolute Maximum Response Summary Problems chapter 10: Analysis of Symmetric Structures 10.1 Symmetric Structures 10.2 Symmetric and Antisymmetric Components of Loadings 10.3 Behavior of Symmetric Structures under Symmetric and Antisymmetric Loadings 10.4 Procedure for Analysis of Symmetric Structures Summary Problems Part 3: Analysis of Statically Indeterminate Structures chapter 11: Introduction to Statically Indeterminate Structures 11.1 Advantages and Disadvantages of Indeterminate Structures 11.2 Analysis of Indeterminate Structures Summary chapter 12: Approximate Analysis of Rectangular Building Frames 12.1 Assumptions for Approximate Analysis 12.2 Analysis for Vertical Loads 12.3 Analysis for Lateral Loads—Portal Method 12.4 Analysis for Lateral Loads—Cantilever Method Summary Problems chapter 13: Method of Consistent Deformations—Force Method 13.1 Structures with a Single Degree of Indeterminacy 13.2 Internal Forces and Moments as Redundants 13.3 Structures with Multiple Degrees of Indeterminacy 13.4 Support Settlements, Temperature Changes, and Fabrication Errors 13.5 Method of Least Work Summary Problems chapter 14: Influence Lines for Statically Indeterminate Structures 14.1 Influence Lines for Beams and Trusses 14.2 Qualitative Influence Lines by Müller-Breslau’s Principle Summary Problems chapter 15: Slope-Deflection Method 15.1 Slope-Deflection Equations 15.2 Basic Concept of the Slope-Deflection Method 15.3 Analysis of Continuous Beams 15.4 Analysis of Frames without Sidesway 15.5 Analysis of Frames with Sidesway Summary Problems chapter 16: Moment-Distribution Method 16.1 Definitions and Terminology 16.2 Basic Concept of the Moment-Distribution Method 16.3 Analysis of Continuous Beams 16.4 Analysis of Frames without Sidesway 16.5 Analysis of Frames with Sidesway Summary Problems chapter 17: Introduction to Matrix Structural Analysis 17.1 Analytical Model 17.2 Member Stiffness Relations in Local Coordinates 17.3 Coordinate Transformations 17.4 Member Stiffness Relations in Global Coordinates 17.5 Structure Stiffness Relations 17.6 Procedure for Analysis Summary Problems APPENDIX A: Areas and Centroids of Geometric Shapes APPENDIX B: Review of Matrix Algebra B.1 Definition of a Matrix B.2 Types of Matrices B.3 Matrix Operations B.4 Solution of Simultaneous Equations by the Gauss-Jordan Method Problems APPENDIX C: Computer Software C.1 Starting the Computer Software C.2 Inputting Data C.3 Results of the Analysis Problems APPENDIX D: Three-Moment Equation D.1 Derivation of Three-Moment Equation D.2 Application of Three-Moment Equation Summary Problems Bibliography Answers to Selected Problems Index Readers Learn To Master The Basic Principles Of Structural Analysis Using The Classical Approach Found In Kassimali's Distinctive Structural Analysis, 6th Edition. This Edition Presents Structural Analysis 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 Each Presentation Help Illustrate And Clarify The Book's Fundamental Concepts, While The Latest Examples And Timely Content Reflect Today's Most Current Professional Standards. Kassimali's Structural Analysis, 6th Edition Provides The Foundation Needed For Advanced Study And Professional Success. Important Notice: Media Content Referenced Within The Product Description Or The Product Text May Not Be Available In The Ebook Version.