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| Preface | |
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| Introduction to Structural Analysis and Loads | |
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| Introduction to Structural Analysis | |
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| Historical Background | |
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| Role of Structural Analysis in Structural Engineering Projects | |
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| Classification of Structures | |
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| Analytical Models | |
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| Summary | |
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| Loads on Structures | |
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| Dead Loads | |
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| Live Loads | |
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| Impact | |
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| Wind Loads | |
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| Snow Loads | |
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| Earthquake Loads | |
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| Hydrostatic and Soil Pressures | |
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| Thermal and Other Effects | |
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| Load Combinations | |
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| Summary | |
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| Problems | |
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| Analysis of Statically Determinate Structures | |
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| Equilibrium and Support Reactions | |
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| Equilibrium of Structures | |
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| External and Internal Forces | |
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| Types of Supports for Plane Structures | |
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| Static Determinacy, Indeterminacy, and Instability | |
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| Computation of Reactions | |
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| Principle of Superposition | |
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| Reactions of Simply Supported Structures Using Proportions | |
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| Summary | |
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| Problems | |
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| Plane and Space Trusses | |
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| Assumptios for Analysis of Trusses | |
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| Arrangement of Members of Plane Trusses-Internal Stability | |
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| Equations of Condition for Plane Trusses | |
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| Static Determinacy, Indeterminacy, and Instability of Plane Trusses | |
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| Analysis of Plane Trusses by the Method of Joints | |
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| Analysis of Plane Trusses by the Method of Sections | |
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| Analysis of Compound Trusses | |
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| Complex Trusses | |
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| Space Trusses | |
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| Summary | |
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| Problems | |
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| Beams and Frames: Shear and Bending Moment | |
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| Axial Force, Shear, and Bending Moment | |
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| Shear and Bending Moment Diagrams | |
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| Qualitative Deflected Shapes | |
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| Relationships between Loads, Shears, and Bending Moments | |
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| Static Determinacy, Indeterminacy and Instability of Plane Frames | |
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| Analysis of Plane Frames | |
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| Summary | |
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| Problems | |
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| Deflections of Beams: Geometric Methods | |
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| Differential Equation for Beam Deflection | |
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| Direct Integration Method | |
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| Superposition Method | |
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| Moment-Area Method | |
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| Bending Moment Diagrams by Parts | |
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| Conjugate-Beam Method | |
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| Summary | |
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| Problems | |
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| Deflections of Trusses, Beams, and Frames: Work-Energy Methods | |
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| Work | |
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| Principle of Virtual Work | |
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| Deflections of Trusses by the Virtual Work Method | |
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| Deflections of Beams by the Virtual Work Method | |
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| Deflections of Frames by the Virtual Work Method | |
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| Conservation of Energy and Strain Energy | |
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| Castigliano's Second Theorem | |
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| Betti's Law and Maxwell's Law of Reciprocal Deflections | |
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| Summary | |
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| Problems | |
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| Influence Lines | |
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| Influence Lines for Beams and Frames by Equilibrium Method | |
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| Mueller-Breslau's Principle and Qualitative Influence Lines | |
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| Influence Lines for Girders with Floor Systems | |
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| Influence Lines for Trusses | |
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| Influence Lines for Deflections | |
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| Summary | |
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| Problems | |
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| Application of Influence Lines | |
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| Response at a Particular Location Due to a Single Moving Concentrated Load | |
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| Response at a Particular Location Due to a Uniformly Distributed Live Load | |
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| Response at a Particular Location Due to a Series of Moving Concentrated Loads | |
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| Absolute Maximum Response | |
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| Summary | |
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| Problems | |
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| Analysis of Symmetric Structures | |
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| Symmetric Structures | |
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| Symmetric and Antisymmetric Components of Loadings | |
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| Behavior of Symmetric Structures under Symmetric and Antisymmetric Loadings | |
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| Procedure for Analysis of Symmetric Structures | |
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| Summary | |
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| Problems | |
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| Analysis of Statically Indeterminate Structures | |
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| Introduction to Statically Indeterminate Structures | |
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| Advantages and Disadvantages of Indeterminate Structures | |
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| Analysis of Indeterminate Structures | |
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| Summary | |
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| Approximate Analysis of Rectangular Building Frames | |
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| Assumptions for Approximate Analysis | |
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| Analysis for Vertical Loads | |
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| Analysis for Lateral Loads-Portal Method | |
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| Analysis for Lateral Loads-Cantilever Method | |
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| Summary | |
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| Problems | |
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| Method of Consistent Deformations-Force Method | |
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| Structures with Single Degree of Indeterminacy | |
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| Internal Forces and Moments as Redundants | |
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| Structures with Multiple Degrees of Indeterminacy | |
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| Support Settlements, Temperature Changes and Fabrication Errors | |
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| Summary | |
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| Problems | |
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| Three-Moment Equation and the Method of Least Work | |
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| Derivation of Three-Moment Equation | |
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| Application of Three-Moment Equation | |
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| Method of Least Work | |
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| Summary | |
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| Problems | |
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| Influence Lines for Statically Indeterminate Structures | |
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| Influence Lines for Beams and Trusses | |
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| Qualitative Influence Lines by Muller-Breslau's Principle | |
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| Summary | |
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| Problems | |
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| Slope-Deflection Method | |
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| Slope-Deflection Equations | |
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| Basic Concept of the Slope-Deflection Method | |
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| Analysis of Continuous Beams | |
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| Analysis of Frames without Sidesway | |
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| Analysis of Frames with Sidesway | |
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| Summary | |
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| Problems | |
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| Moment-Distribution Method | |
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| Definitions and Terminology | |
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| Basic Concept of the Moment-Distribution Method | |
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| Analysis of Continuous Beams | |
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| Analysis of Frames without Sidesway | |
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| Analysis of Frames with Sidesway | |
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| Summary | |
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| Problems | |
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| Introduction to Matrix Structural Analysis | |
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| Analytical Model | |
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| Member Stiffness Relations in Local Coordinates | |
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| Coordinate Transformations | |
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| Member Stiffness Relations in Global Coordinates | |
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| Structure Stiffness Relations | |
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| Procedure for Analysis | |
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| Summary | |
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| Problems | |
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| Areas and Centroids of Geometric Shapes | |
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| Review of Matrix Algebra | |
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| Definition of a Matrix | |
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| Types of Matrices | |
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| Matrix Operations | |
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| Solution of Simultaneous Equations by the Gauss-Jordan Method | |
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| Problems | |
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| Computer Software | |
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| Bibliography | |
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| Answers to Selected Problems | |
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| Index | |