| Description |
1 online resource (746 pages) |
| Contents |
Front Cover -- Title Page -- Copyright Page -- Preface -- Contents -- 1 Types of Structures and Loads -- 1.1 Introduction -- 1.2 Classification of Structures -- 1.3 Loads -- 1.4 Structural Design -- 2 Analysis of Statically Determinate Structures -- 2.1 Idealized Structure -- 2.2 Load Path -- 2.3 Principle of Superposition -- 2.4 Equations of Equilibrium -- 2.5 Determinacy and Stability -- 2.6 Application of the Equations of Equilibrium -- 3 Analysis of Statically Determinate Trusses -- 3.1 Common Types of Trusses -- 3.2 Classification of Coplanar Trusses -- 3.3 The Method of Joints |
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3.4 Zero-Force Members -- 3.5 The Method of Sections -- 3.6 Compound Trusses -- 3.7 Complex Trusses -- 3.8 Space Trusses -- 4 Internal Loadings Developed in Structural Members -- 4.1 Internal Loadings at a Specified Point -- 4.2 Shear and Moment Functions -- 4.3 Shear and Moment Diagrams for a Beam -- 4.4 Shear and Moment Diagrams for a Frame -- 4.5 Moment Diagrams Constructed by the Method of Superposition -- 5 Cables and Arches -- 5.1 Cables -- 5.2 Cable Subjected to Concentrated Loads -- 5.3 Cable Subjected to a Uniform Distributed Load -- 5.4 Cable Subjected to Its Own Weight -- 5.5 Arches |
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5.6 Three-Hinged Arch -- 6 Influence Lines for Statically Determinate Structures -- 6.1 Influence Lines -- 6.2 Influence Lines for Beams -- 6.3 Qualitative Influence Lines -- 6.4 Influence Lines for Floor Girders -- 6.5 Influence Lines for Trusses -- 6.6 Maximum Influence at a Point Due to a Series of Concentrated Loads -- 6.7 Absolute Maximum Shear and Moment -- 7 Deflections -- 7.1 Deflection Diagrams and the Elastic Curve -- 7.2 Elastic-Beam Theory -- 7.3 The Double Integration Method -- 7.4 Moment-Area Theorems -- 7.5 Conjugate-Beam Method -- 8 Deflections Using Energy Methods |
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8.1 External Work and Strain Energy -- 8.2 Principle of Work and Energy -- 8.3 Principle of Virtual Work -- 8.4 Method of Virtual Work: Trusses -- 8.5 Castigliano's Theorem -- 8.6 Castigliano's Theorem for Trusses -- 8.7 Method of Virtual Work: Beams and Frames -- 8.8 Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature -- 8.9 Castigliano's Theorem for Beams and Frames -- 9 Analysis of Statically Indeterminate Structures by the Force Method -- 9.1 Statically Indeterminate Structures -- 9.2 Force Method of Analysis: General Procedure |
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9.3 Maxwell's Theorem of Reciprocal Displacements -- 9.4 Force Method of Analysis: Beams -- 9.5 Force Method of Analysis: Frames -- 9.6 Force Method of Analysis: Trusses -- 9.7 Composite Structures -- 9.8 Symmetric Structures -- 9.9 Influence Lines for Statically Indeterminate Beams -- 9.10 Qualitative Influence Lines for Frames -- 10 Displacement Method of Analysis: Slopedeflection Equations -- 10.1 Displacement Method of Analysis: General Procedures -- 10.2 Slope-Deflection Equations -- 10.3 Analysis of Beams -- 10.4 Analysis of Frames: No Sidesway -- 10.5 Analysis of Frames: Sidesway |
| Summary |
For courses in Structural Analysis; also suitable for individuals planning a career as a structural engineer. Applying theory to structural modeling and analysis Structural Analysis, 10e in SI Units, presents the theory and applications of structural analysis as it applies to trusses, beams, and frames. Through its student-friendly, clear organization, the text emphasizes developing the ability to model and analyze a structure in preparation for professional practice. The text is designed to ensure students taking their first course in this subject understand some of the more important c |
| Notes |
Print version record |
| Subject |
Structural analysis (Engineering)
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structural analysis.
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Structural analysis (Engineering)
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| Reading List |
SEV320 prescribed text 2024
|
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SEV320 prescribed text 2024
|
| Form |
Electronic book
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| ISBN |
9781292247236 |
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1292247231 |
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