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| Types of Structures and Loads | |
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| Introduction | |
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| Classification of Structures | |
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| Loads | |
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| Structural Design | |
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| Analysis of Statically Determinate Structures | |
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| Idealized Structure | |
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| Principle of Superposition | |
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| Equations of Equilibrium | |
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| Determinacy and Stability | |
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| Application of the Equations of Equilibrium | |
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| Analysis of Statically Determinate Trusses | |
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| Common Types of Trusses | |
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| Classification of Coplanar Trusses | |
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| The Method of Joints | |
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| Zero-Force Members | |
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| The Method of Sections | |
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| Compound Trusses | |
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| Complex Trusses | |
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| Space Trusses | |
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| Internal Loadings Developed in Structural Members | |
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| Internal Loadings at a Specified Point | |
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| Shear and Moment Functions | |
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| Shear and Moment Diagrams for a Beam | |
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| Shear and Moment Diagrams for a Frame | |
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| Moment Diagrams Constructed by the Method of Superposition | |
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| Cables and Arches | |
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| Cables | |
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| Cable Subjected to Concentrated Loads | |
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| Cable Subjected to a Uniform Distributed Load | |
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| Arches | |
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| Three-Hinged Arch | |
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| Influence Lines for Statically Determinate Structures | |
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| Influence Lines | |
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| Influence Lines for Beams | |
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| Qualitative Influence Lines | |
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| Influence Lines for Floor Girders | |
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| Influence Lines for Trusses | |
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| Maximum Influence at a Point due to a Series of Concentrated Loads | |
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| Absolute Maximum Shear and Moment | |
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| Approximate Analysis of Statically Indeterminate Structures | |
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| Use of Approximate Methods | |
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| Trusses | |
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| Vertical Loads on Building Frames | |
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| Portal Frames and Trusses | |
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| Lateral Loads on Building Frames: Portal Method | |
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| Lateral Loads on Building Frames: Cantilever Method | |
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| Deflections | |
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| Deflection Diagrams and the Elastic Curve | |
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| Elastic-Beam Theory | |
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| The Double Integration Method | |
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| Moment-Area Theorems | |
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| Conjugate-Beam Method | |
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| Deflections Using Energy Methods | |
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| External Work and Strain Energy | |
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| Principle of Work and Energy | |
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| Principle of Virtual Work | |
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| Method of Virtual Work: Trusses | |
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| Castigliano's Theorem | |
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| Castigliano's Theorem for Trusses | |
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| Method of Virtual Work: Beams and Frames | |
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| Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature | |
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| Castigliano's Theorem for Beams and Frames | |
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| Analysis of Statically Indeterminate Structures by the ForceMethod | |
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| Statically Indeterminate Structures | |
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| Force Method of Analysis: General Procedure | |
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| Maxwell's Theorem of Reciprocal Displacements; Betti's Law | |
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| Force Method of Analysis: Beams | |
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| Force Method of Analysis: Frames | |
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| Force Method of Analysis: Trusses | |
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| Composite Structures | |
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| Additional Remarks on the Force Method of Analysis | |
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| Symmetric Structures | |
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| Influence Lines for Statically Indeterminate Beams | |
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| Qualitative Influence Lines for Frames | |
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| Displacement Method of Analysis: Slope-Deflection Equations | |
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| Displacement Method of Analysis: General Procedures | |
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| Slope-Deflection Equations | |
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| Analysis of Beams | |
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| Analysis of Frames: No Sidesway | |
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| Analysis of Frames: Sidesway | |
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| Displacement Method of Analysis: Moment Distribution | |
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| General Principles and Definitions | |
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| Moment Distribution for Beams | |
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| Stiffness-Factor Modifications | |
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| Moment Distribution for Frames: No Sidesway | |
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| Moment Distribution for Frames: Sidesway | |
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| Beams and Frames Having Nonprismatic Members | |
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| Loading Properties of Nonprismatic Members | |
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| Moment Distribution for Structures Having Nonprismatic Members | |
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| Slope-Deflection Equations for Nonprismatic Members | |
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| Truss Analysis Using the Stiffness Method | |
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| Fundamentals of the Stiffness Method | |
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| Member Stiffness Matrix | |
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| Displacement and Force Transformation Matrices | |
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| Member Global Stiffness Matrix | |
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| Truss Stiffness Matrix | |
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| Application of the Stiffness Method for Truss Analysis | |
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| Nodal Coordinates | |
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| Trusses Having Thermal Changesand Fabrication Errors | |
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| Space-Truss Analysis | |
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| Beam Analysis Using the Stiffness Method | |
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| Preliminary Remarks | |
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| Beam-Member Stiffness Matrix | |
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| Beam-Structure Stiffness Matrix | |
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| Application of the Stiffness Method for Beam Analysis | |
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| Plane Frame Analysis Using the Stiffness Method | |
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| Frame-Member Stiffness Matrix | |
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| Displacement and Force Transformation Matrices | |
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| Frame-Member Global Stiffness Matrix | |
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| Application of the Stiffness Method for Frame Analysis | |
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| Appendices | |
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| Matrix Algebra for Structural Analysis | |
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| General Procedure for Using | |
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| Structural Analysis Software | |
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| Answers to Selected Problems | |
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| Index | |