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Taking a visually-oriented approach, "Statics and Strength of Materials for Architecture and Building Construction, Third Edition", presents basic structural concepts in an easily understood manner. The authors introduce structural theory without relying on calculus. Instead using building examples and illustrations to supplement the book and introduce mathematically based material in a non-threatening way. This edition features many fully-worked example problems, a new supplemental CD-ROM, a section on retaining walls and clearer connections between written and visual elements. Extensive treatment of load tracing (paths) in an organized and heavily illustrated manner. Includes a CD containing additional problems with solutions for further practice. New section discussing the basic principles of concrete retaining walls using free-body diagrams and the equations of equillibrium. Building inspectors or people training to become inspectors or plans checkers.

Barry Onouye, is a structural engineer, emeritus faculty member in the Department of Architecture at the University of Washington, and author of multiple textbooks on structural engineering and design.

1. Introduction
1.1. Definition of Structure
1.2. Structural Design
1.3. Parallels in Nature
1.4. Loads on Structures
1.5. Basic Functional Requirements
1.6. Architectural Issues

2. Statics
2.1. Characteristics of a Force
2.2. Vector Addition
2.3. Force Systems
2.4. Equilibrium Equations: Two-Dimensional
2.5. Free-Body Diagrams of Rigid Bodies
2.6. Statical Indeterminacy and Improper Constraints

3. Analysis of Selected Determinate Structural Systems
3.1. Equilibrium of a Particle
3.2. Equilibrium of Rigid Bodies
3.3. Plane Trusses
3.4. Pinned Frames (Multiforce Members)
3.5. Three-Hinged Arches
3.6. Retaining Walls

4. Load Tracing
4.1. Load Tracing
4.2. Lateral Stability Load Tracing

5. Strength of Materials
5.1. Stress and Strain
5.2. Elasticity, Strength, and Deformation
5.3. Other Material Properties
5.4. Thermal Effects
5.5. Statically Indeterminate Members (Axially Loaded)

6. Cross-Sectional Properties of Structural Members
6.1. Center of Gravity–Centroids
6.2. Moment of Inertia of an Area
6.3. Moment of Inertia of Composite Areas
6.4. Radius of Gyration

7. Bending and Shear in Simple Beams
7.1. Classification of Beams and Loads
7.2. Shear and Bending Moment
7.3. Equilibrium Method for Shear and Moment Diagrams
7.4. Relationship Between Load, Transverse Shear, and Bending Moment
7.5. Semi-graphical Method for Load, Shear, and Moment Diagrams

8. Bending and Shear Stresses in Beams
8.1. Flexural Strain
8.2. Flexural (Bending) Stress Equation
8.3. Shearing Stress–Longitudinal and Transverse
8.4. Development of the General Shear Stress Equation
8.5. Deflection in Beams
8.6. Lateral Buckling in Beams
8.7. Introduction to Load Resistance Factor Design (LRFD)

9. Column Analysis and Design
9.1. Short and Long Columns–Modes of Failure
9.2. End Support Conditions and Lateral Bracing
9.3. Axially Loaded Steel Columns
9.4. Axially Loaded Wood Columns
9.5. Columns Subjected to Combined Loading or Eccentricity

10. Structural Connections
10.1. Steel Bolted Connections
10.2. Welded Connections
10.3. Common Framing Details in Steel

11. STRUCTURE, CONSTRUCTION, AND ARCHITECTURE
11.1. Initiation of Project–Pre-design
11.2. Design Process
11.3. Schematic Design
11.4. Design Development and Construction Documents
11.5. Integration of Building Systems
11.6. Construction Sequence
11.7. Conclusion
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