STRUCTURAL ANALYSIS 8E IN SI UNITS

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 Principle of Superposition
2.3 Equations of Equilibrium
2.4 Determinacy and Stability
2.5 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 Arches
5.5 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 Approximate Analysis of Statically Indeterminate Structures

7.1 Use of Approximate Methods
7.2 Trusses
7.3 Vertical Loads on Building Frames
7.4 Portal Frames and Trusses
7.5 Lateral Loads on Building Frames: Portal Method
7.6 Lateral Loads on Building Frames: Cantilever Method

8 Deflections

8.1 Deflection Diagrams and the Elastic Curve
8.2 Elastic-Beam Theory
8.3 The Double Integration Method
8.4 Moment-Area Theorems
8.5 Conjugate-Beam Method

9 Deflections Using Energy Methods

9.1 External Work and Strain Energy
9.2 Principle of Work and Energy
9.3 Principle of Virtual Work
9.4 Method of Virtual Work: Trusses
9.5 Castigliano’s Theorem
9.6 Castigliano’s Theorem for Trusses
9.7 Method of Virtual Work: Beams and Frames
9.8 Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature
9.9 Castigliano’s Theorem for Beams and Frames

10 Analysis of Statically Indeterminate Structures by the ForceMethod

10.1 Statically Indeterminate Structures
10.2 Force Method of Analysis: General Procedure
10.3 Maxwell’s Theorem of Reciprocal Displacements; Betti’s Law
10.4 Force Method of Analysis: Beams
10.5 Force Method of Analysis: Frames
10.6 Force Method of Analysis: Trusses
10.7 Composite Structures
10.8 Additional Remarks on the Force Method of Analysis
10.9 Symmetric Structures
10.10 Influence Lines for Statically Indeterminate Beams
10.11 Qualitative Influence Lines for Frames

11 Displacement Method of Analysis: Slope-Deflection Equations

11.1 Displacement Method of Analysis: General Procedures
11.2 Slope-Deflection Equations
11.3 Analysis of Beams
11.4 Analysis of Frames: No Sidesway
11.5 Analysis of Frames: Sidesway

12 Displacement Method of Analysis: Moment Distribution

12.1 General Principles and Definitions
12.2 Moment Distribution for Beams
12.3 Stiffness-Factor Modifications
12.4 Moment Distribution for Frames: No Sid