Design of Wood Structures-ASD/LRFD, Sixth Edition
by: Donald E. Breyer, Kenneth J. Fridle, Kelly E. Cobeen, David G. Pollock
Abstract: The leading text and reference on wood design, updated to include the latest codes and dataContinued the sterling standard set by earlier editions, this indispensable reference leads you through the complete design of a wood structure (except for the foundation), following the same sequence used in the actual design/construction process.
Full details
Table of Contents
- A. Preface
- B. Nomenclature
- C. Abbreviations
- 1. Wood Buildings and Design Criteria
- 2. Design Loads
- 3. Behavior of Structures under Loads and Forces
- 4. Properties of Wood and Lumber Grades
- 5. Structural Glued Laminated Timber
- 6. Beam Design
- 7. Axial Forces and Combined Bending and Axial Forces
- 8. Wood Structural Panels
- 9. Diaphragms
- 10. Shearwalls
- 11. Wood Connections—Background
- 12. Nailed and Stapled Connections
- 13. Bolts, Lag Bolts, and Other Connectors
- 14. Connection Details and Hardware
- 15. Diaphragm-to-Shearwall Anchorage
- 16. Advanced Topics in Lateral Force Design
- A. Equivalent Uniform Weights of Wood Framing
- B. Weights of Building Materials
- C. Selected Tables and Figures from The International Building Code, 2006 Edition* Reproduced from the International Building Code, 2006 ed. Copyright 2006, International Code Council, Inc., Country Club Hills, IL. Reproduced with permission. All rights reserved.
- D. Sl Units
- E. ABOUT THE AUTHORS
Tools & Media
Expanded Table of Contents
- A. Preface
- B. Nomenclature
- C. Abbreviations
- 1. Wood Buildings and Design Criteria
- 2. Design Loads
- Introduction
- Dead Loads
- Live Loads
- Snow Loads
- Soil Loads and Hydrostatic Pressure
- Loads due to Fluids
- Rain Loads
- Flood Loads
- Self-straining Loads
- Wind Loads—Introduction
- Wind Forces—Main Wind Force Resisting System
- Wind Forces—Components and Cladding
- Seismic Forces—Introduction
- Seismic Forces
- Seismic Forces—Primary System
- Seismic Forces—Wall Components
- Load Combinations
- Serviceability/Deflection Criteria
- Problems
- 3. Behavior of Structures under Loads and Forces
- 4. Properties of Wood and Lumber Grades
- Introduction
- Design Specification
- Methods of Grading Structural Lumber
- In-Grade Versus Clear Wood Design Values
- Species and Species Groups
- Cellular Makeup
- Moisture Content and Shrinkage
- Effect of Moisture Content on Lumber Sizes
- Durability of Wood and the Need for Pressure Treatment
- Growth Characteristics of Wood
- Sizes of Structural Lumber
- Size Categories and Commercial Grades
- General Notation
- Wet Service Factor C M
- Load Duration Factor C D (ASD Only)
- Time Effect Factor λ (LRFD Only)
- Size Factor C F
- Repetitive Member Factor C r
- Flat Use Factor C fu
- Temperature Factor C t
- Incising Factor C i
- Resistance Factor (LRFD Only)
- Format Conversion Factor K F (LRFD Only)
- Design Problem: Adjusted Design Values
- Future Directions in Wood Design
- Problems
- 5. Structural Glued Laminated Timber
- 6. Beam Design
- Introduction
- Bending
- Lateral Stability
- Adjusted Bending Design Value Summary
- Shear
- Deflection
- Design Summary
- Bearing at Supports
- Design Problem: Sawn Beam
- Design Problem: Rough-Sawn Beam Using ASD
- Design Problem: Notched Beam
- Design Problem: Sawn-Beam Analysis
- Design Problem: Glulam Beam with Full Lateral Support
- Design Problem: Glulam Beam with Lateral Support at 8 ft-0 in.
- Design Problem: Glulam Beam with Lateral Support at 48 ft-0 in.
- Design Problem: Glulam with Compression Zone Stressed in Tension
- Cantilever Beam Systems
- Lumber Roof and Floor Decking
- Fabricated Wood Components
- Problems
- 7. Axial Forces and Combined Bending and Axial Forces
- Introduction
- Axial Tension Members
- Design Problem: Tension Member
- Columns
- Detailed Analysis of Slenderness Ratio
- Design Problem: Axially Loaded Column
- Design Problem: Capacity of a Glulam Column
- Design Problem: Capacity of a Bearing Wall
- Built-Up Columns
- Combined Bending and Tension
- Design Problem: Combined Bending and Tension
- Combined Bending and Compression
- Design Problem: Beam-Column
- Design Problem: Beam-Column Action in a Stud Wall Using LRFD
- Design Problem: Glulam Beam-Column Using ASD
- Design for Minimum Eccentricity
- Design Problem: Column with Eccentric Load Using ASD
- References
- Problems
- 8. Wood Structural Panels
- Introduction
- Panel Dimensions and Installation Recommendations
- Plywood Makeup
- Species Groups for Plywood
- Veneer Grades
- Exposure Durability Classifications
- Plywood Grades
- Other Wood Structural Panels
- Roof Sheathing
- Design Problem: Roof Sheathing
- Floor Sheathing
- Design Problem: Floor Sheathing
- Wall Sheathing and Siding
- Stress Calculations for Wood Structural Panels
- Problems
- 9. Diaphragms
- 10. Shearwalls
- Introduction
- Basic Shearwall Action
- Shearwalls Using Wood Structural Panels
- Other Sheathing Materials
- Shearwall Chord Members
- Design Problem: Shearwall
- Alternate Shearwall Design Methods
- Anchorage Considerations
- Vertical (Gravity) Loads
- Lateral Forces Parallel to a Wall
- Shearwall Deflection
- Lateral Forces Perpendicular to a Wall
- Problems
- 11. Wood Connections—Background
- 12. Nailed and Stapled Connections
- Introduction
- Types of Nails
- Power-Driven Nails and Staples
- Yield Limit Equations for Nails
- Applications of Yield Limit Equations
- Adjustment Factors for Laterally Loaded Nails
- Design Problem: Nail Connection for Knee Brace
- Design Problem: Top Plate Splice
- Design Problem: Shearwall Chord Tie
- Design Problem: Laterally Loaded Toenail
- Design Problem: Laterally Loaded Connection in End Grain
- Nail Withdrawal Connections
- Combined Lateral and Withdrawal Loads
- Spacing Requirements
- Nailing Schedule
- Problems
- 13. Bolts, Lag Bolts, and Other Connectors
- Introduction
- Bolt Connections
- Bolt Yield Limit Equations for Single Shear
- Bolt Yield Limit Equations for Double Shear
- Adjustment Factors for Bolts
- Tension and Shear Stresses at a Multiple Fastener Connection
- Design Problem: Multiple-Bolt Tension Connection
- Design Problem: Bolted Chord Splice for Diaphragm
- Shear Stresses in a Beam at a Connection
- Design Problem: Bolt Connection for Diagonal Brace
- Lag Bolt Connections
- Yield Limit Equations for Lag Bolts
- Adjustment Factors for Lag Bolts in Shear Connections
- Design Problem: Collector (Strut) Splice with Lag Bolts
- Lag Bolts in Withdrawal
- Combined Lateral and Withdrawal Loads
- Split Ring and Shear Plate Connectors
- Problems
- 14. Connection Details and Hardware
- 15. Diaphragm-to-Shearwall Anchorage
- 16. Advanced Topics in Lateral Force Design
- A. Equivalent Uniform Weights of Wood Framing
- B. Weights of Building Materials
- C. Selected Tables and Figures from The International Building Code, 2006 Edition* Reproduced from the International Building Code, 2006 ed. Copyright 2006, International Code Council, Inc., Country Club Hills, IL. Reproduced with permission. All rights reserved.
- D. Sl Units
- E. ABOUT THE AUTHORS
Book Details
Title: Design of Wood Structures-ASD/LRFD, Sixth Edition
Publisher: McGraw-Hill: New York, Chicago, San Francisco, Lisbon, London, Madrid, Mexico City, Milan, New Delhi, San Juan, Seoul, Singapore, Sydney, Toronto
Copyright / Pub. Date: 2007, 2003, 1998, 1993, 1988, 1980 The McGraw-Hill Companies, Inc.
ISBN: 9780071455398
Authors:
Donald E. Breyer
is a Professor of Engineering Technology and Civil Engineering at California Polytechnic University in Pomona California. He actively serves as a member of the NDS Committee of the American Forest and Paper Association and LRFD Engineered Wood Committee.
Kenneth J. Fridle is the author of this McGraw-Hill Professional publication.
Kelly E. Cobeen
operates her own Structural Engineering firm in San Francisco, California.
David G. Pollock is the author of this McGraw-Hill Professional publication.
Description: The leading text and reference on wood design, updated to include the latest codes and dataContinued the sterling standard set by earlier editions, this indispensable reference leads you through the complete design of a wood structure (except for the foundation), following the same sequence used in the actual design/construction process.
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