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    Design of wood structures--ASD/LRFD / Donald E. Breyer [and others].

    • Title:Design of wood structures--ASD/LRFD / Donald E. Breyer [and others].
    •    
    • Other Contributors/Collections:Breyer, Donald E.
    • Published/Created:New York : McGraw-Hill Education, c2015.
    • Holdings

       
    • Library of Congress Subjects:Building, Wooden--Design and construction.
    • Edition:7th ed.
    • Description:xxx, 976 p. : ill. ; 25 cm
    • Notes:Includes bibliographical references and index.
    • ISBN:9780071745604 hbk.
      0071745602 hbk.
    • Contents:Machine generated contents note: 1.1. Introduction
      1.2. Types of Buildings
      1.3. Required and Recommended References
      1.4. Building Codes and Design Criteria
      1.5. ASD and LRFD
      1.6. Organization of the Text
      1.7. Structural Calculations
      1.8. Detailing Conventions
      1.9. Fire-Resistive Requirements
      1.10. Industry Organizations
      1.11. References
      2.1. Introduction
      2.2. Dead Loads
      2.3. Live Loads
      2.4. Snow Loads
      2.5. Soil Loads and Hydrostatic Pressure
      2.6. Loads due to Fluids
      2.7. Rain Loads
      2.8. Flood Loads
      2.9. Self-Straining Loads
      2.10. Wind Loads-Introduction
      2.11. Wind Forces-Main Wind Force Resisting System
      2.12. Wind Forces-Components and Cladding
      2.13. Seismic Forces-Introduction
      2.14. Seismic Forces
      2.15. Seismic Forces-Primary System
      2.16. Seismic Forces-Wall Components
      2.17. Load Combinations
      2.18. Serviceability/Deflection Criteria
      2.19. References
      2.20. Problems
      3.1. Introduction
      3.2. Structures Subject to Vertical Loads
      3.3. Structures Subject to Lateral Forces
      3.4. Lateral Forces in Buildings with Diaphragms and Shearwalls
      3.5. Design Problem: Lateral Forces on One-Story Building
      3.6. Design Problem: Lateral Forces on Two-Story Building
      3.7. References
      3.8. Problems
      4.1. Introduction
      4.2. Design Specification
      4.3. Methods of Grading Structural Lumber
      4.4. In-Grade versus Clear Wood Design Values
      4.5. Species and Species Groups
      4.6. Cellular Makeup
      4.7. Moisture Content and Shrinkage
      4.8. Effect of Moisture Content on Lumber Sizes
      4.9. Durability of Wood and the Need for Pressure Treatment
      4.10. Growth Characteristics of Wood
      4.11. Sizes of Structural Lumber
      4.12. Size Categories and Commercial Grades
      4.13. General Notation
      4.14. Wet Service Factor CM
      4.15. Load Duration Factor CD (ASD Only)
      4.16. Time Effect Factor &lalmbda; (LRFD Only)
      4.17. Size Factor CF
      4.18. Repetitive Member Factor Cr
      4.19. Flat Use Factor Cfu
      4.20. Temperature Factor Ct
      4.21. Incising Factor Ci
      4.22. Resistance Factor φ (LRFD Only)
      4.23. Format Conversion Factor KF (LRFD Only)
      4.24. Design Problem: Adjusted Design Values
      4.25. Future Directions in Wood Design
      4.26. References
      4.27. Problems
      5.1. Introduction
      5.2. Sizes of Glulam Members
      5.3. Resawn Glulam
      5.4. Fabrication of Glulams
      5.5. Grades of Glulam Members
      5.6. Adjustment Factors for Glulam
      5.7. Design Problem: Adjusted Design Values
      5.8. References
      5.9. Problems
      6.1. Introduction
      6.2. Bending
      6.3. Lateral Stability
      6.4. Adjusted Bending Design Value Summary
      6.5. Shear
      6.6. Deflection
      6.7. Design Summary
      6.8. Bearing at Supports
      6.9. Design Problem: Sawn Beam
      6.10. Design Problem: Rough-Sawn Beam Using ASD
      6.11. Design Problem: Notched Beam
      6.12. Design Problem: Sawn-Beam Analysis
      6.13. Design Problem: Glulam Beam with Full Lateral Support
      6.14. Design Problem: Glulam Beam with Lateral Support at 8 ft-0 in
      6.15. Design Problem: Glulam Beam with Lateral Support at 48 ft-0 in
      6.16. Design Problem: Glulam with Compression Zone Stressed in Tension
      6.17. Cantilever Beam Systems
      6.18. Lumber Roof and Floor Decking
      6.19. Fabricated Wood Components
      6.20. References
      6.21. Problems
      7.1. Introduction
      7.2. Axial Tension Members
      7.3. Design Problem: Tension Member
      7.4. Columns
      7.5. Detailed Analysis of Slenderness Ratio
      7.6. Design Problem: Axially Loaded Column
      7.7. Design Problem: Capacity of a Glulam Column
      7.8. Design Problem: Capacity of a Bearing Wall
      7.9. Built-Up Columns
      7.10. Combined Bending and Tension
      7.11. Design Problem: Combined Bending and Tension
      7.12. Combined Bending and Compression
      7.13. Design Problem: Beam-Column
      7.14. Design Problem: Beam-Column Action in a Stud Wall Using LRFD
      7.15. Design Problem: Glulam Beam-Column Using ASD
      7.16. Design for Minimum Eccentricity
      7.17. Design Problem: Column with Eccentric Load Using ASD
      7.18. References
      7.19. Problems
      8.1. Introduction
      8.2. Panel Dimensions and Installation Recommendations
      8.3. Plywood Makeup
      8.4. Species Groups for Plywood
      8.5. Veneer Grades
      8.6. Exposure Durability Classifications
      8.7. Plywood Grades
      8.8. Other Wood Structural Panels
      8.9. Roof Sheathing
      8.10. Design Problem: Roof Sheathing
      8.11. Floor Sheathing
      8.12. Design Problem: Floor Sheathing
      8.13. Wall Sheathing and Siding
      8.14. Stress Calculations for Wood Structural Panels
      8.15. References
      8.16. Problems
      9.1. Introduction
      9.2. Basic Diaphragm Action
      9.3. Shear Resistance
      9.4. Diaphragm Chords
      9.5. Design Problem: Roof Diaphragm
      9.6. Distribution of Lateral Forces in a Shearwall
      9.7. Collector (Strut) Forces
      9.8. Diaphragm Deflections
      9.9. Diaphragms with Interior Shearwalls
      9.10. Interior Shearwalls with Collectors
      9.11. Diaphragm Flexibility
      9.12. References
      9.13. Problems
      10.1. Introduction
      10.2. Basic Shearwall Action
      10.3. Shearwalls Using Wood Structural Panels
      10.4. Other Sheathing Materials
      10.5. Shearwall Chord Members
      10.6. Design Problem: Shearwall
      10.7. Alternate Shearwall Design Methods
      10.8. Anchorage Considerations
      10.9. Vertical (Gravity) Loads
      10.10. Lateral Forces Parallel to a Wall
      10.11. Shearwall Deflection
      10.12. Lateral Forces Perpendicular to a Wall
      10.13. References
      10.14. Problems
      11.1. Introduction
      11.2. Types of Fasteners and Connections
      11.3. Yield Model for Laterally Loaded Fasteners
      11.4. Factors Affecting Strength in Yield Model
      11.5. Dowel Bearing Strength
      11.6. Plastic Hinge in Fastener
      11.7. Yield Limit Mechanisms
      11.8. References
      11.9. Problems
      12.1. Introduction
      12.2. Types of Nails
      12.3. Power-Driven Nails and Staples
      12.4. Yield Limit Equations for Nails
      12.5. Applications of Yield Limit Equations
      12.6. Adjustment Factors for Laterally Loaded Nails
      12.7. Design Problem: Nail Connection for Knee Brace
      12.8. Design Problem: Top Plate Splice
      12.9. Design Problem: Shearwall Chord Tie
      12.10. Design Problem: Laterally Loaded Toenail
      12.11. Design Problem: Laterally Loaded Connection in End Grain
      12.12. Nail Withdrawal Connections
      12.13. Combined Lateral and Withdrawal Loads
      12.14. Spacing Requirements
      12.15. Nailing Schedule
      12.16. References
      12.17. Problems
      13.1. Introduction
      13.2. Bolt Connections
      13.3. Bolt Yield Limit Equations for Single Shear
      13.4. Bolt Yield Limit Equations for Double Shear
      13.5. Adjustment Factors for Bolts
      13.6. Tension and Shear Stresses at a Multiple Fastener Connection
      13.7. Design Problem: Multiple-Bolt Tension Connection
      13.8. Design Problem: Bolted Chord Splice for Diaphragm
      13.9. Shear Stresses in a Beam at a Connection
      13.10. Design Problem: Bolt Connection for Diagonal Brace
      13.11. Lag Bolt Connections
      13.12. Yield Limit Equations for Lag Bolts
      13.13. Adjustment Factors for Lag Bolts in Shear Connections
      13.14. Design Problem: Collector (Strut) Splice with Lag Bolts
      13.15. Lag Bolts in Withdrawal
      13.16. Combined Lateral and Withdrawal Loads
      13.17. Split Ring and Shear Plate Connectors
      13.18. References
      13.19. Problems
      14.1. Introduction
      14.2. Connection Details
      14.3. Design Problem: Beam-to-Column Connection
      14.4. Cantilever Beam Hinge Connection
      14.5. Prefabricated Connection Hardware
      14.6. References
      15.1. Introduction
      15.2. Anchorage Summary
      15.3. Connection Details-Diaphragm to Wood-Frame Wall
      15.4. Connection Details-Diaphragm to Concrete or Masonry Walls
      15.5. Subdiaphragm Anchorage of Concrete and Masonry Walls
      15.6. Design Problem: Subdiaphragm
      15.7. References
      16.1. Introduction
      16.2. Seismic Forces-Regular Structures
      16.3. Seismic Forces-Irregular Structures
      16.4. Overturning-Background
      16.5. Overturning-Review
      16.6. Overturning-Wind
      16.7. Overturning-Seismic
      16.8. Lateral Analysis of Nonrectangular Buildings
      16.9. Rigid Diaphragm Analysis
      16.10. Additional Topics in Diaphragm Design
      16.11. References.
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