1. Types of Structures and Loads.
Introduction. Classification of Structures. Loads. Structural
Design. Problems.
2. 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.
3. 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.
4. 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.
5. Cables and Arches.
Cables. Cable Subjected to Concentrated Loads. Cable Subjected to a
Uniform Distributed Load. Arches. Three-Hinged Arch. Problems.
6. 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.
7. 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.
8. 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.
9. 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.
10. 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.
11. 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.
12. Analysis of Beams and Frames Consisting of Nonprismatic
Members.
Deflections of Nonprismatic Members. Loading Properties of
Nonprismatic Members Using the Conjugate-Beam Method. Loading
Properties of Nonprismatic Members Available from Publications.
Moment Distribution for Structures Having Nonprismatic Members.
Slope-Deflection Equations for Nonprismatic Members. Problems.
13. 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. Problems.
14. Beam Analysis Using the Stiffness Method.
Preliminary Remarks. Beam-Member Stiffness Matrix. Beam Stiffness
Matrix. Application of the Stiffness Method for Beam Analysis.
Problems.
15. 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 Beam and Frame Analysis.
Problems.
Appendix A. Matrix Algebra for Structural Analysis.
Basic Definitions and Types of Matrices. Matrix Operations.
Determinants. Inverse of a Matrix. The Gauss Method for Solving
Simultaneous Equations. Problems.
Answers to Selected Problems.
Index.
Russ Hibbeler graduated from the University of Illinois-Urbana with a B.S. in Civil Engineering (major in structures) and an M.S. in Nuclear Engineering. He obtained his Ph.D. in Theoretical and Applied Mechanics from Northwestern University.
Hibbeler’s professional experience includes postdoctoral work in reactor safety and analysis at Argonne National Laboratory, and structural work at Chicago Bridge and Iron, Sargent and Lundy, Tucson. He has practiced engineering in Ohio, New York, and Louisiana.
He has taught at the University of Illinois-Urbana, Youngstown State University, Illinois Institute of Technology, and Union College. Hibbeler currently teaches at the University of Louisiana-Lafayette.
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