
Structural Analysis in SI Units
Description
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Content
- 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
- 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
- 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
- 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
- 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
- 11 Displacement Method of Analysis: Moment Distribution
- 11.1 General Principles and Definitions
- 11.2 Moment Distribution for Beams
- 11.3 Stiffness-Factor Modifications
- 11.4 Moment Distribution for Frames: No Sidesway
- 11.5 Moment Distribution for Frames: Sidesway
- 12 Approximate Analysis of Statically Indeterminate Structures
- 12.1 Use of Approximate Methods
- 12.2 Trusses
- 12.3 Vertical Loads on Building Frames
- 12.4 Portal Frames and Trusses
- 12.5 Lateral Loads on Building Frames: Portal Method
- 12.6 Lateral Loads on Building Frames: Cantilever Method
- 13 Beams and Frames Having Nonprismatic Members
- 13.1 Introduction
- 13.2 Loading Properties of Nonprismatic Members
- 13.3 Moment Distribution for Structures Having Nonprismatic Members
- 13.4 Slope-Deflection Equations for Nonprismatic Members
- 14 Truss Analysis Using the Stiffness Method
- 14.1 Fundamentals of the Stiffness Method
- 14.2 Member Stiffness Matrix
- 14.3 Displacement and Force Transformation Matrices
- 14.4 Member Global Stiffness Matrix
- 14.5 Truss Stiffness Matrix
- 14.6 Application of the Stiffness Method for Truss Analysis
- 14.7 Nodal Coordinates
- 14.8 Trusses Having Thermal Changes and Fabrication Errors
- 14.9 Space-Truss Analysis
- 15 Beam Analysis Using the Stiffness Method
- 15.1 Preliminary Remarks
- 15.2 Beam-Member Stiffness Matrix
- 15.3 Beam-Structure Stiffness Matrix
- 15.4 Application of the Stiffness Method for Beam Analysis
- 16 Plane Frame Analysis Using The Stiffness Method
- 16.1 Frame-Member Stiffness Matrix
- 16.2 Displacement and Force Transformation Matrices
- 16.3 Frame-Member Global Stiffness Matrix
- 16.4 Application of the Stiffness Method for Frame Analysis
- 17 Structural Modeling and Computer Analysis
- 17.1 General Structural Modeling
- 17.2 Modeling a Structure and Its Members
- 17.3 General Application of a Structural Analysis Computer Program
- Appendix A Matrix Algebra for Structural Analysis
- Preliminary and Fundamental Problem Solutions
- Answers to Selected Problems
- Index
- Back Cover
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