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• Title Page
• Copyright
• Contents
• Preface to the Twelfth Edition
• Preface to the First Edition
• Introduction
• Part I Fundamental Functions of Structures
• Chapter 1 Investigation of Forces, Force Systems, Loading, and Reactions
• 1.1 Properties of Forces
• 1.2 Static Equilibrium
• 1.3 Force Components and Combinations
• 1.4 Graphical Analysis of Concurrent Force Systems
• 1.5 Algebraic Analysis of Nonconcurrent Force Systems
• 1.6 Laws of Equilibrium
• 1.7 Loads and Reactive Forces
• 1.8 Load Sources
• 1.9 Load Combinations
• 1.10 Determination of Design Loads
• 1.11 Design Methods
• Chapter 2 Investigation of Axial Force Actions
• 2.1 Forces and Stresses
• 2.2 Deformation
• 2.3 Suspension Cables
• 2.4 Funicular Arches
• 2.5 Graphical Analysis of Planar Trusses
• 2.6 Algebraic Analysis of Planar Trusses
• 2.7 Cable-Stayed Structures
• 2.8 Compression Members
• Chapter 3 Investigation of Structures for Shear and Bending
• 3.1 Direct Shear Stress
• 3.2 Shear in Beams
• 3.3 Bending Moments in Beams
• 3.4 Sense of Bending in Beams
• 3.5 Tabulated Values for Beam Behavior
• 3.6 Development of Bending Resistance
• 3.7 Shear Stress in Beams
• 3.8 Continuous and Restrained Beams
• 3.9 Members Experiencing Compression Plus Bending
• 3.10 Rigid Frames
• 3.11 Buckling of Beams
• 3.12 Second-Order Analysis
• 3.13 Computer Software for Structural Analysis
• Chapter 4 Structural Systems and Planning
• 4.1 General Considerations for Structural Systems
• 4.2 Shear Wall and Diaphragm Structural System
• 4.3 Braced Frame Systems
• 4.4 Moment Frame Systems
• 4.5 Wood Construction
• 4.6 Steel Construction
• 4.7 Concrete Construction
• Part II Wood Construction
• Chapter 5 Wood Spanning Elements
• 5.1 Structural Lumber
• 5.2 Reference Design Values for Allowable Stress Design
• 5.3 Design Controls for Load and Resistance Factor Design
• 5.4 Design for Bending
• 5.5 Beam Shear
• 5.6 Bearing
• 5.7 Deflection
• 5.8 Behavior Considerations for LRFD
• 5.9 Joists and Rafters
• 5.10 Decking for Roofs and Floors
• 5.11 Plywood
• 5.12 Glued-Laminated Products
• 5.13 Wood Fiber Products
• 5.14 Assembled Wood Structural Products
• Chapter 6 Wood Columns
• 6.1 Slenderness Ratio for Columns
• 6.2 Compression Capacity of Simple Solid Columns, ASD Method
• 6.3 Column Load Capacity, LRFD Method
• 6.4 Stud Wall Construction
• 6.5 Columns with Bending
• Chapter 7 Connections for Wood structures
• 7.1 Bolted Joints
• 7.2 Nailed Joints
• 7.3 Plywood Gussets
• 7.4 Investigation of Connections, LRFD Method
• 7.5 Formed Steel Framing Elements
• Part III Steel Construction
• Chapter 8 Steel Structural Products
• 8.1 Design Methods for Steel Structures
• 8.2 Materials for Steel Products
• 8.3 Types of Steel Structural Products
• Chapter 9 Steel Beams and Framing Elements
• 9.1 Factors in Beam Design
• 9.2 Inelastic Versus Elastic Behavior
• 9.3 Nominal Moment Capacity of Steel Beams
• 9.4 Design for Bending
• 9.5 Design of Beams for Buckling Failure
• 9.6 Shear in Steel Beams
• 9.7 Deflection of Beams
• 9.8 Safe Load Tables
• 9.9 Steel Trusses
• 9.10 Manufactured Trusses for Flat Spans
• 9.11 Decks with Steel Framing
• 9.12 Concentrated Load Effects on Beams
• Chapter 10 Steel Columns and Frames
• 10.1 Column Shapes
• 10.2 Column Slenderness and End Conditions
• 10.3 Safe Axial Loads for Steel Columns
• 10.4 Design of Steel Columns
• 10.5 Columns with Bending
• 10.6 Column Framing and Connections
• Chapter 11 Bolted Connections for Steel Structures
• 11.1 Bolted Connections
• 11.2 Design of a Bolted Connection
• 11.3 Bolted Framing Connections
• 11.4 Bolted Truss Connections
• Chapter 12 Light-Gage Formed Steel Structures
• 12.1 Light-Gage Steel Products
• 12.2 Light-Gage Steel Decks
• 12.3 Light-Gage Steel Systems
• Part IV Concrete Construction
• Chapter 13 Reinforced Concrete Structures
• 13.1 General Considerations
• 13.2 General Application of Strength Methods
• 13.3 Beams: Ultimate Strength Method
• 13.4 Beams in Site-Cast Systems
• 13.5 Spanning Slabs
• 13.6 Shear in Beams
• 13.7 Development Length for Reinforcement
• 13.8 Deflection Control
• Chapter 14 Flat-Spanning Concrete Systems
• 14.1 Slab-and-Beam Systems
• 14.2 General Considerations for Beams
• Chapter 15 Concrete Columns and Compression Members
• 15.1 Effects of Compression Force
• 15.2 General Considerations for Concrete Columns
• 15.3 Design Methods and Aids for Concrete Columns
• 15.4 Special Considerations for Concrete Columns
• Chapter 16 Foundations
• 16.1 Shallow Bearing Foundations
• 16.2 Wall Footings
• 16.3 Column Footings
• 16.4 Pedestals
• Part V Structural Systems for Buildings
• Chapter 17 General Considerations for Building Structures
• 17.1 Choice of Building Construction
• 17.2 Structural Design Standards
• 17.3 Structural Design Process
• 17.4 Development of Structural Systems
• Chapter 18 Building One
• 18.1 General Considerations
• 18.2 Design of the Wood Structure for Gravity Loads
• 18.3 Design for Lateral Loads
• 18.4 Alternative Steel and Masonry Structure
• 18.5 Alternative Truss Roof
• 18.6 Foundations
• Chapter 19 Building Two
• 19.1 Design for Gravity Loads
• 19.2 Design for Lateral Loads
• 19.3 Alternative Steel and Masonry Structure
• Chapter 20 Building Three
• 20.1 General Considerations
• 20.2 Structural Alternatives
• 20.3 Design of the Steel Structure
• 20.4 Alternative Floor Construction with Trusses
• 20.5 Design of the Trussed Bent for Wind
• 20.6 Considerations for a Steel Rigid Frame
• 20.7 Considerations for a Masonry Wall Structure
• 20.8 The Concrete Structure
• 20.9 Design of the Foundations
• Appendix A Properties of Sections
• A.1 Centroids
• A.2 Moment of Inertia
• A.3 Transferring Moments of Inertia
• A.4 Miscellaneous Properties
• A.5 Tables of Properties of Sections
• Glossary
• References
• Quick Reference to Useful Data
• Index
• EULA