GLOBAL EDITION. Structural Analysis. Ninth Edition in SI Units. R. C. Hibbeler

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1 GLOBAL EDITION Structural Analysis Ninth Edition in SI Units R. C. Hibbeler

2 STRUCTURAL ANALYSIS NINTH EDITION IN SI UNITS R. C. HIBBELER SI Conversion by Kai Beng Yap Boston Columbus Indianapolis New York San Francisco Upper Saddle River Amsterdam Cape Town Dubai London Madrid Milan Munich Paris Montréal Toronto Delhi Mexico City São Paulo Sydney Hong Kong Seoul Singapore Taipei Tokyo

3 Structural Analysis in SI Units Table of Contents Cover Inside Front Cover Structural Analysis Copyright Preface Contents 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 Fundamental 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 Fundamental

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 Fundamental Project 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 Fundamental Project 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

5 Deflections Deflection Diagrams and the Elastic Curve Elastic-Beam Theory The Double Integration Method Moment-Area Theorems Conjugate-Beam Method Fundamental 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 AxialLoad, Shear, Torsion, and Temperature Castiglianos Theorem for Beams and Frames Fundamental 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 Fundamental

6 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 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

7 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 Computer Project Appendix A. Matrix Algebra for Structural Analysis Fundamental Solutions Answers to Selected Index