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