Design of Wood Structures- ASD/LRFD, Eighth Edition / Donald E. Breyer, Kelly Cobeen, Zeno Martin.
"The leading wood design reference--thoroughly revised with the latest codes and data. Fully updated to cover the latest techniques and standards, this comprehensive resource leads you through the complete design of a wood structure following the same sequence used in the actual design/construc...
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Full Text (via AccessEngineering) |
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| Main Authors: | , , |
| Format: | eBook |
| Language: | English |
| Published: |
New York, N.Y. :
McGraw-Hill Education,
2020.
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| Edition: | 8th edition. |
| Subjects: |
MARC
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| 020 | |a 1260128687 |q (e-ISBN) | ||
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| 100 | 1 | |a Breyer, Donald E., |e author. | |
| 245 | 1 | 0 | |a Design of Wood Structures- ASD/LRFD, Eighth Edition / |c Donald E. Breyer, Kelly Cobeen, Zeno Martin. |
| 250 | |a 8th edition. | ||
| 264 | 1 | |a New York, N.Y. : |b McGraw-Hill Education, |c 2020. | |
| 264 | 4 | |c ©2020. | |
| 300 | |a 1 online resource (896 pages) : |b 400 illustrations. | ||
| 336 | |a text |b txt |2 rdacontent. | ||
| 337 | |a computer |b c |2 rdamedia. | ||
| 338 | |a online resource |b cr |2 rdacarrier. | ||
| 504 | |a Includes bibliographical references and index. | ||
| 505 | 0 | |a Cover -- |t Title Page -- |t Copyright Page -- |t Dedication -- |t Contents -- |t Preface -- |t Nomenclature -- |t 1 Wood Buildings and Design Criteria -- |t 1.1 Introduction -- |t 1.2 Types of Buildings -- |t 1.3 Required and Recommended References -- |t 1.4 Building Codes and Design Criteria -- |t 1.5 ASD and LRFD -- |t 1.6 Organization of the Text -- |t 1.7 Structural Calculations -- |t 1.8 Detailing Conventions -- |t 1.9 Fire-Resistive Requirements -- |t 1.10 Industry Organizations -- |t 1.11 References -- |t 2 Design Loads -- |t 2.1 Introduction -- |t 2.2 Dead Loads -- |t 2.3 Live Loads -- |t 2.4 Snow Loads -- |t 2.5 Soil Loads and Hydrostatic Pressure -- |t 2.6 Loads Due to Fluids -- |t 2.7 Rain Loads -- |t 2.8 Flood Loads -- |t 2.9 Tsunami Loads -- |t 2.10 Self-Straining Loads -- |t 2.11 Wind Loads?Introduction -- |t 2.12 Wind Forces?Main Wind Force Resisting System -- |t 2.13 Wind Forces?Components and Cladding -- |t 2.14 Seismic Forces?Introduction -- |t 2.15 Seismic Forces -- |t 2.16 Seismic Forces?Primary System -- |t 2.17 Seismic Forces?Components -- |t 2.18 Load Combinations -- |t 2.19 Serviceability/Deflection Criteria -- |t 2.20 References -- |t 2.21 Problems -- |t 3 Behavior of Structures under Loads and Forces -- |t 3.1 Introduction -- |t 3.2 Structures Subject to Vertical Loads -- |t 3.3 Structures Subject to Lateral Forces -- |t 3.4 Lateral Forces in Buildings with Diaphragms and Shearwalls -- |t 3.5 Design Problem: Lateral Forces on One-Story Building -- |t 3.6 Design Problem: Lateral Forces on Two-Story Building -- |t 3.7 References -- |t 3.8 Problems -- |t 4 Properties of Wood and Lumber Grades -- |t 4.1 Introduction -- |t 4.2 Design Specification -- |t 4.3 Methods of Grading Structural Lumber -- |t 4.4 Derivation of Design Values -- |t 4.5 Species and Species Groups -- |t 4.6 Cellular Makeup -- |t 4.7 Moisture Content and Shrinkage -- |t 4.8 Effect of Moisture Content on Lumber Sizes -- |t 4.9 Durability of Wood and the Need for Preservative Treatment -- |t 4.10 Growth Characteristics of Wood -- |t 4.11 Sizes of Structural Lumber -- |t 4.12 Size Categories and Commercial Grades -- |t 4.13 General Notation -- |t 4.14 Wet Service Factor CM -- |t 4.15 Load Duration Factor CD (ASD Only) -- |t 4.16 Time Effect Factor ? (LRFD Only) -- |t 4.17 Size Factor CF -- |t 4.18 Repetitive Member Factor Cr -- |t 4.19 Flat Use Factor Cfu -- |t 4.20 Temperature Factor Ct -- |t 4.21 Incising Factor Ci -- |t 4.22 Resistance Factor f (LRFD Only) -- |t 4.23 Format Conversion Factor KF (LRFD Only) -- |t 4.24 Design Problem: Adjusted Design Values -- |t 4.25 References -- |t 4.26 Problems -- |t 5 Structural Glued Laminated Timber -- |t 5.1 Introduction -- |t 5.2 Sizes of Glulam Members -- |t 5.3 Resawn Glulam -- |t 5.4 Fabrication of Glulams -- |t 5.5 Grades of Glulam Members -- |t 5.6 Appearance Classification -- |t 5.7 Adjustment Factors for Glulam -- |t 5.8 Design Problem: Adjusted Design Values -- |t 5.9 References -- |t 5.10 Problems -- |t 6 Beam Design -- |t 6.1 Introduction -- |t 6.2 Bending -- |t 6.3 Lateral Stability -- |t 6.4 Adjusted Bending Design Value Summary -- |t 6.5 Shear -- |t 6.6 Deflection -- |t 6.7 Design Summary -- |t 6.8 Bearing at Supports -- |t 6.9 Design Problem: Sawn Beam -- |t 6.10 Design Problem: Rough-Sawn Beam Using ASD -- |t 6.11 Design Problem: Notched Beam -- |t 6.12 Design Problem: Sawn-Beam Analysis -- |t 6.13 Design Problem: Glulam Beam with Full Lateral Support -- |t 6.14 Design Problem: Glulam Beam with Lateral Support at 8 ft-0 in. -- |t 6.15 Design Problem: Glulam Beam with Lateral Support at 48 ft-0 in. -- |t 6.16 Design Problem: Glulam with Compression Zone Stressed in Tension -- |t 6.17 Cantilever Beam Systems -- |t 6.18 Lumber Roof and Floor Decking -- |t 6.19 Fabricated Wood Components -- |t 6.20 References -- |t 6.21 Problems -- |t 7 Axial Forces and Combined Bending and Axial Forces -- |t 7.1 Introduction -- |t 7.2 Axial Tension Members -- |t 7.3 Design Problem: Tension Member -- |t 7.4 Columns -- |t 7.5 Detailed Analysis of Slenderness Ratio -- |t 7.6 Design Problem: Axially Loaded Column -- |t 7.7 Design Problem: Capacity of a Glulam Column -- |t 7.8 Design Problem: Capacity of a Bearing Wall -- |t 7.9 Built-Up Columns -- |t 7.10 Combined Bending and Tension -- |t 7.11 Design Problem: Combined Bending and Tension -- |t 7.12 Combined Bending and Compression -- |t 7.13 Design Problem: Beam-Column -- |t 7.14 Design Problem: Beam-Column Action in a Stud Wall Using LRFD -- |t 7.15 Design Problem: Glulam Beam-Column Using ASD -- |t 7.16 Design for Minimum Eccentricity -- |t 7.17 Design Problem: Column with Eccentric Load Using ASD -- |t 7.18 References -- |t 7.19 Problems -- |t 8 Wood Structural Panels -- |t 8.1 Introduction -- |t 8.2 Panel Dimensions and Installation Recommendations -- |t 8.3 Plywood Makeup -- |t 8.4 OSB Makeup -- |t 8.5 Species Groups for Plywood -- |t 8.6 Veneer Grades -- |t 8.7 Exposure Durability Classifications -- |t 8.8 Panel Grades -- |t 8.9 Wood Structural Panel Siding -- |t 8.10 Roof Sheathing -- |t 8.11 Design Problem: Roof Sheathing -- |t 8.12 Floor Sheathing. | |
| 505 | 0 | |t 8.13 Design Problem: Floor Sheathing -- |t 8.14 Wall Sheathing and Siding -- |t 8.15 Stress Calculations for Wood Structural Panels -- |t 8.16 References -- |t 8.17 Problems -- |t 9 Diaphragms -- |t 9.1 Introduction -- |t 9.2 Basic Diaphragm Action -- |t 9.3 Shear Resistance -- |t 9.4 Diaphragm Chords -- |t 9.5 Design Problem: Roof Diaphragm -- |t 9.6 Distribution of Lateral Forces in a Shearwall -- |t 9.7 Collector (Strut) Forces -- |t 9.8 Diaphragm Deflections -- |t 9.9 Diaphragms with Interior Shearwalls -- |t 9.10 Interior Shearwalls with Collectors -- |t 9.11 Diaphragm Flexibility -- |t 9.12 References -- |t 9.13 Problems -- |t 10 Shearwalls -- |t 10.1 Introduction -- |t 10.2 Basic Shearwall Action -- |t 10.3 Shearwalls Using Wood Structural Panels -- |t 10.4 Other Sheathing Materials -- |t 10.5 Shearwall Chord Members -- |t 10.6 Design Problem: Shearwall -- |t 10.7 Alternate Shearwall Design Methods -- |t 10.8 Anchorage Considerations -- |t 10.9 Vertical (Gravity) Loads -- |t 10.10 Lateral Forces Parallel to a Wall -- |t 10.11 Shearwall Deflection -- |t 10.12 Lateral Forces Perpendicular to a Wall -- |t 10.13 References -- |t 10.14 Problems -- |t 11 Wood Connections?Background -- |t 11.1 Introduction -- |t 11.2 Types of Fasteners and Connections -- |t 11.3 Yield Model for Laterally Loaded Fasteners -- |t 11.4 Factors Affecting Strength in Yield Model -- |t 11.5 Dowel Bearing Strength -- |t 11.6 Plastic Hinge in Fastener -- |t 11.7 Yield Limit Mechanisms -- |t 11.8 References -- |t 11.9 Problems -- |t 12 Nailed and Stapled Connections -- |t 12.1 Introduction -- |t 12.2 Types of Nails -- |t 12.3 Power-Driven Nails and Staples -- |t 12.4 Yield Limit Equations for Nails -- |t 12.5 Applications of Yield Limit Equations -- |t 12.6 Adjustment Factors for Laterally Loaded Nails -- |t 12.7 Design Problem: Nail Connection for Knee Brace -- |t 12.8 Design Problem:?Top Plate Splice -- |t 12.9 Design Problem: Shearwall Chord Tie -- |t 12.10 Design Problem: Laterally Loaded Toenail -- |t 12.11 Design Problem: Laterally Loaded Connection in End Grain -- |t 12.12 Nail Withdrawal Connections -- |t 12.13 Combined Lateral and Withdrawal Loads -- |t 12.14 Spacing Requirements -- |t 12.15 Nailing Schedule -- |t 12.16 References -- |t 12.17 Problems -- |t 13 Bolts, Lag Bolts, and Other Connectors -- |t 13.1 Introduction -- |t 13.2 Bolt Connections -- |t 13.3 Bolt Yield Limit Equations for Single Shear -- |t 13.4 Bolt Yield Limit Equations for Double Shear -- |t 13.5 Adjustment Factors for Bolts -- |t 13.6 Tension and Shear Stresses at a Multiple Fastener Connection -- |t 13.7 Design Problem: Multiple-Bolt Tension Connection -- |t 13.8 Design Problem: Bolted Chord Splice for Diaphragm -- |t 13.9 Shear Stresses in a Beam at a Connection -- |t 13.10 Design Problem: Bolt Connection for Diagonal Brace -- |t 13.11 Lag Bolt Connections -- |t 13.12 Yield Limit Equations for Lag Bolts -- |t 13.13 Adjustment Factors for Lag Bolts in Shear Connections -- |t 13.14 Design Problem: Collector (Strut) Splice with Lag Bolts -- |t 13.15 Lag Bolts in Withdrawal -- |t 13.16 Combined Lateral and Withdrawal Loads -- |t 13.17 Split Ring and Shear Plate Connectors -- |t 13.18 Developments in Lag Screw Technology -- |t 13.19 References -- |t 13.20 Problems -- |t 14 Connection Details and Hardware -- |t 14.1 Introduction -- |t 14.2 Connection Details -- |t 14.3 Design Problem: Beam-to-Column Connection -- |t 14.4 Cantilever Beam Hinge Connection -- |t 14.5 Prefabricated Connection Hardware -- |t 14.6 References -- |t 15 Diaphragm-to-Shearwall Anchorage -- |t 15.1 Introduction -- |t 15.2 Anchorage Summary -- |t 15.3 Connection Details?Diaphragm to Wood-Frame Wall -- |t 15.4 Connection Details?Diaphragm to Concrete or Masonry Walls -- |t 15.5 Subdiaphragm Anchorage of Concrete and Masonry Walls -- |t 15.6 Design Problem: Subdiaphragm -- |t 15.7 References -- |t 16 Advanced Topics in Lateral Force Design -- |t 16.1 Introduction -- |t 16.2 Seismic Forces?Regular Structures -- |t 16.3 Seismic Forces?Irregular Structures -- |t 16.4 Overturning?Background -- |t 16.5 Overturning?Review -- |t 16.6 Overturning?Wind -- |t 16.7 Overturning?Seismic -- |t 16.8 Lateral Analysis of Nonrectangular Buildings -- |t 16.9 Rigid Diaphragm Analysis -- |t 16.10 Additional Topics in Diaphragm Design -- |t 16.11 References -- |t A Equivalent Uniform Weights of Wood Framing -- |t B Weights of Building Materials -- |t C Sl Units -- |t Introduction -- |t Notation -- |t Prefixes -- |t Conversion Factors -- |t Index. | |
| 520 | |a "The leading wood design reference--thoroughly revised with the latest codes and data. Fully updated to cover the latest techniques and standards, this comprehensive resource leads you through the complete design of a wood structure following the same sequence used in the actual design/construction process. Detailed equations, clear illustrations, and practical design examples are featured throughout the text. This up-to-date edition conforms to both the 2018 International Building Code® (IBC®) and the 2018 National Design Specification for Wood Construction (NDS)." | ||
| 546 | |a In English. | ||
| 588 | |a Description based on e-Publication PDF. | ||
| 650 | 0 | |a Building, Wooden. | |
| 650 | 0 | |a Building, Wooden |x Design and construction. | |
| 650 | 0 | |a Structural design. | |
| 650 | 0 | |a Timber joints. | |
| 650 | 7 | |a Building, Wooden. |2 fast |0 (OCoLC)fst00840948. | |
| 650 | 7 | |a Building, Wooden |x Design and construction. |2 fast |0 (OCoLC)fst00840952. | |
| 650 | 7 | |a Structural design. |2 fast |0 (OCoLC)fst01135628. | |
| 650 | 7 | |a Timber joints. |2 fast |0 (OCoLC)fst01151033. | |
| 700 | 1 | |a Cobeen, Kelly, |e author. | |
| 700 | 1 | |a Martin, Zeno, |e author. | |
| 776 | 0 | |i Print version: |t Design of Wood Structures- ASD/LRFD, |b Eighth Edition, |d New York, N.Y. : McGraw Hill, 2020, |z 9781260128673. | |
| 856 | 4 | 0 | |u https://colorado.idm.oclc.org/login?url=https://www.accessengineeringlibrary.com/content/book/9781260128673 |z Full Text (via AccessEngineering) |
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