Structural analysis /
R.C. Hibbeler ; SI conversion by Kai Beng Yap.
- Ninth edition in SI units. Global edition.
- xxiv, 700 pages : illustrations ; 24 cm
Previous edition: Singapore: Prentice Hall, 2011. Includes index.
Types of Structures and Loads -- Introduction -- Classification of Structures -- Loads -- Structural Design -- Analysis of Statically Determinate Structures -- Idealized Structure -- Load Path -- Principle of Superposition -- Equations of Equilibrium -- Determinacy and Stability -- Application of the Equations of Equilibrium Project Problem -- 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 Project Problem -- 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 Project Problem -- Cables and Arches -- Cables -- Cable Subjected to Concentrated Loads -- Cable Subjected to a Uniform Distributed Load -- Arches -- Three-Hinged Arch -- Influence Lines for Statically Determinate Structures -- Influence Lines -- Influence Lines for Beams -- Qualitative Influence Lines -- Influence Lines for Floor Girders -- Influence Lines for Trusses -- Maximum Influence at a Point due to a Series of Concentrated Loads -- Absolute Maximum Shear and Moment Project Problem -- 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 Project Problem -- Deflections -- Deflection Diagrams and the Elastic Curve -- Elastic-Beam Theory -- The Double Integration Method -- Moment-Area Theorems -- Conjugate-Beam Method -- Deflections Using Energy Methods -- external Work and Strain energy -- Principle of Work and energy -- Principle of Virtual Work -- Method of Virtual Work: Trusses -- Castiglianos Theorem -- Castiglianos Theorem for Trusses -- Method of Virtual Work: Beams and Frames -- Virtual Strain energy Caused by Axial Load, Shear, Torsion, and Temperature -- Castiglianos Theorem for Beams and Frames -- Analysis of Statically Indeterminate Structures by the Force Method -- Statically Indeterminate Structures -- Force Method of Analysis: General Procedure -- Maxwells Theorem of Reciprocal Displacements; Bettis 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 -- Symmetric Structures -- Influence Lines for Statically Indeterminate Beams -- Qualitative Influence Lines for Frames -- 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 Project Problem -- 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 -- Beams and Frames Having Nonprismatic Members -- Loading Properties of Nonprismatic Members -- Moment Distribution for Structures Having Nonprismatic Members -- Slope-Deflection equations for Nonprismatic Members -- Truss Analysis Using the Stiffness Method -- Fundamentals of the Stiffness Method -- Member Stiffness Matrix -- Displacement and Force Transformation Matrices -- Member Global Stiffness Matrix -- Truss Stiffness Matrix -- Application of the Stiffness Method for Truss Analysis -- Nodal Coordinates -- Trusses Having Thermal Changes and Fabrication errors -- Space-Truss Analysis -- Beam Analysis Using the Stiffness Method -- Preliminary Remarks -- Beam-Member Stiffness Matrix -- Beam-Structure Stiffness Matrix -- Application of the Stiffness Method for Beam Analysis -- Plane Frame Analysis Using the Stiffness Method -- Frame-Member Stiffness Matrix -- Displacement and Force Transformation Matrices -- Frame-Member Global Stiffness Matrix -- Application of the Stiffness Method for Frame Analysis -- Structural Modeling and Computer Analysis -- General Structural Modeling -- Modeling a Structure and its Members -- General Application of a Structural Analysis Computer Program. 1. 1.1. 1.2. 1.3. 1.4. 2. 2.1. 2.2. 2.3. 2.4. 2.5. 2.6. 3. 3.1. 3.2. 3.3. 3.4. 3.5. 3.6. 3.7. 3.8. 4. 4.1. 4.2. 4.3. 4.4. 4.5. 5. 5.1. 5.2. 5.3. 5.4. 5.5. 6. 6.1. 6.2. 6.3. 6.4. 6.5. 6.6. 6.7. 7. 7.1. 7.2. 7.3. 7.4. 7.5. 7.6. 8. 8.1. 8.2. 8.3. 8.4. 8.5. 9. 9.1. 9.2. 9.3. 9.4. 9.5. 9.6. 9.7. 9.8. 9.9. 10. 10.1. 10.2. 10.3. 10.4. 10.5. 10.6. 10.7. 10.8. 10.9. 10.10. 10.11. 11. 11.1. 11.2. 11.3. 11.4. 11.5. 12. 12.1. 12.2. 12.3. 12.4. 12.5. 13. 13.1. 13.2. 13.3. 14. 14.1. 14.2. 14.3. 14.4. 14.5. 14.6. 14.7. 14.8. 14.9. 15. 15.1. 15.2. 15.3. 15.4. 16. 16.1. 16.2. 16.3. 16.4. 17. 17.1. 17.2. 17.3.
"Structural Analysis provides students with a clear and thorough presentation of the theory and application of structural analysis as it applies to trusses, beams, and frames. Emphasis is placed on teaching students to both model and analyze a structure. Hibbeler's problem solving methodology, Procedures for Analysis, provides students with a logical, orderly method to follow when applying theory."--Publisher's website.