Contents
Introduction to Structural Analysis and Structural Loads
Introduction to Structural Analysis
1.1 Structural Analysis Defined
1.2 Types of Structures and Structural Members
1.3 Fundamental Concepts and Principles of Structural Analysis
Structural Loads and Loading System
2.2 Load Combinations for Structural Design
Analysis of Statically Determinate Structures
Equilibrium Structures, Support Reactions, Determinacy and Stability of Beams and Frames
3.2 Types of Supports and Their Characteristics
3.3 Determinacy and Stability of Beams and Frames
3.4 Computation of Support Reactions for Planar Structures
Internal Forces in Beams and Frames
4.4 Relation Among Distributed Load, Shearing Force, and Bending Moment
Internal Forces in Plane Trusses
5.3 Determinacy and Stability of Trusses
5.4 Assumptions in Truss Analysis
5.5 Joint Identification and Member Force Notation
Deflection of Beams: Geometric Methods
7.2 Derivation of the Equation of the Elastic Curve of a Beam
7.3 Deflection by Method of Double Integration
7.4 Deflection by Method of Singularity Function
7.5 Deflection by Moment-Area Method
7.6 Deflection by the Conjugate Beam Method
Deflections of Structures: Work-Energy Methods
Influence Lines for Statically Determinate Structures
9.2 Influence Lines for Statically Determinate Beams by Static Equilibrium Method
9.3 Construction of Influence Lines
Analysis of Statically Indeterminate Strctures
Force Method of Analysis of Indeterminate Structures
10.2 Maxwell-Betti Law of Reciprocal Deflections
10.3 Analysis of Indeterminate Beams and Frames
10.4 Analysis of Indeterminate Trusses
Slope-Deflection Method of Analysis of Indeterminate Structures
11.3 Derivation of Slope-Deflection Equations
11.4 Modification for Pin-Supported End Span
11.5 Analysis of Indeterminate Beams
11.6 Analysis of Indeterminate Frames
Moment Distribution Method of Analysis of Structures
12.4 Modification of Member Stiffness
12.5 Analysis of Indeterminate Beams
12.6 Analysis of Indeterminate Frames
Influence Lines for Statically Indeterminate Structures
13.2 Static Equilibrium Method
13.3 Influence Lines for Statically Indeterminate Beams by Kinematic Method