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| Types of Structures and Loads | |
| Introduction | |
| Classification of Structures | |
| Loads | |
| Structural Design | |
| Problems | |
| Analysis of Statically Determinate Structures | |
| Idealized Structure | |
| Principle of Superposition | |
| Equations of Equilibrium | |
| Determinacy and Stability | |
| Application of the Equations of Equilibrium | |
| Analysis of Simple Diaphragm and Shear Wall Systems | |
| Problems | |
| Analysis of Statically Determinate Trusses | |
| Common Types of Trusses | |
| Classification of Coplanar Trusses | |
| The Method of Joints | |
| Zero-Force Members | |
| The Method of Sections | |
| Compound Trusses | |
| Complex Trusses | |
| Space Trusses | |
| Problems | |
| Internal Loadings Developed in Structural Members | |
| Internal Loadings at a Specified Point | |
| Shear and Moment Functions | |
| Shear and Moment Diagrams for a Beam | |
| Shear and Moment Diagrams for a Frame | |
| Moment Diagrams Constructed by the Method of Superposition | |
| Problems | |
| Cables and Arches | |
| Cables | |
| Cable Subjected to Concentrated Loads | |
| Cable Subjected to a Uniform Distributed Load | |
| Arches | |
| Three-Hinged Arch | |
| Problems | |
| Influence Lines for Statically Determinate Structures | |
| Influence Lines | |
| Influence Lines for Beams | |
| Qualitative Influence Lines | |
| Influence Lines for Floor Girders | |
| Influence Lines for Trusses | |
| Live Loads for Bridges | |
| Maximum Influence at a Point Due to a Series of Concentrated Loads | |
| Absolute Maximum Shear and Moment | |
| Problems | |
| Approximate Analysis of Statically Indeterminate Structures | |
| Use of Approximate Methods | |
| Trusses | |
| Vertical Loads on Building Frames | |
| Portal Frames and Trusses | |
| Lateral Loads on Building Frames: Portal Method | |
| Lateral Loads on Building Frames: Cantilever Method | |
| Problems | |
| Deflections | |
| Deflection Diagrams and the Elastic Curve | |
| Elastic-Beam Theory | |
| The Double Integration Method | |
| Moment-Area Theorems | |
| Conjugate-Beam Method | |
| External Work and Strain Energy | |
| Principle of Work and Energy | |
| Principle of Virtual Work | |
| Method of Virtual Work: Trusses | |
| Method of Virtual Work: Beams and Frames | |
| Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature | |
| Castigliano's Theorem | |
| Castigliano's Theorem for Trusses | |
| Castigliano's Theorem for Beams and Frames | |
| Problems | |
| Analysis of Statically Indeterminate Structures by the Force Method | |
| Statically Indeterminate Structures | |
| Force Method of Analysis: General Procedure | |
| Maxwell's Theorem of Reciprocal Displacements; Betti's Law | |
| Force Method of Analysis: Beams | |
| Force Method of Analysis: Frames | |
| Force Method of Analysis: Trusses | |
| Composite Structures | |
| Additional Remarks on the Force Method of Analysis | |
| The Three-Moment Equation | |
| Influence Lines for Statically Indeterminate Beams | |
| Qualitative Influence Lines for Frames | |
| Problems | |
| Displacement Method of Analysis: Slope-Deflection Equations | |
| Displacement Method of Analysis: General Procedures | |
| Slope-Deflection Equations | |
| Analysis of Beams | |
| Analysis of Frames: No Sidesway | |
| Analysis of Frames: Sidesway | |
| Problems | |
| Displacement Method of Analysis: Moment Distribution | |
| General Principles and Definitions | |
| Moment Distribution for Beams | |
| Stiffness-Factor Modifications | |
| Moment Distribution for Frames: No Sidesway | |
| Moment Distribution for Frames: Sidesway | |
| Problems | |
| An | |
| Table of Contents provided by Publisher. All Rights Reserved. |
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