| Description |
1 online resource (896 pages) : 400 illustrations |
| Contents |
Cover -- Title Page -- Copyright Page -- Dedication -- Contents -- Preface -- Nomenclature -- 1 Wood Buildings and Design Criteria -- 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 Design Loads -- 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 Tsunami Loads -- 2.10 Self-Straining Loads -- 2.11 Wind Loads?Introduction -- 2.12 Wind Forces?Main Wind Force Resisting System -- 2.13 Wind Forces?Components and Cladding -- 2.14 Seismic Forces?Introduction -- 2.15 Seismic Forces -- 2.16 Seismic Forces?Primary System -- 2.17 Seismic Forces?Components -- 2.18 Load Combinations -- 2.19 Serviceability/Deflection Criteria -- 2.20 References -- 2.21 Problems -- 3 Behavior of Structures under Loads and Forces -- 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 Properties of Wood and Lumber Grades -- 4.1 Introduction -- 4.2 Design Specification -- 4.3 Methods of Grading Structural Lumber -- 4.4 Derivation of 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 Preservative 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 ? (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 f (LRFD Only) -- 4.23 Format Conversion Factor KF (LRFD Only) -- 4.24 Design Problem: Adjusted Design Values -- 4.25 References -- 4.26 Problems -- 5 Structural Glued Laminated Timber -- 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 Appearance Classification -- 5.7 Adjustment Factors for Glulam -- 5.8 Design Problem: Adjusted Design Values -- 5.9 References -- 5.10 Problems -- 6 Beam Design -- 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 Axial Forces and Combined Bending and Axial Forces -- 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 Wood Structural Panels -- 8.1 Introduction -- 8.2 Panel Dimensions and Installation Recommendations -- 8.3 Plywood Makeup -- 8.4 OSB Makeup -- 8.5 Species Groups for Plywood -- 8.6 Veneer Grades -- 8.7 Exposure Durability Classifications -- 8.8 Panel Grades -- 8.9 Wood Structural Panel Siding -- 8.10 Roof Sheathing -- 8.11 Design Problem: Roof Sheathing -- 8.12 Floor Sheathing |
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8.13 Design Problem: Floor Sheathing -- 8.14 Wall Sheathing and Siding -- 8.15 Stress Calculations for Wood Structural Panels -- 8.16 References -- 8.17 Problems -- 9 Diaphragms -- 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 Shearwalls -- 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 Wood Connections?Background -- 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 Nailed and Stapled Connections -- 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 Bolts, Lag Bolts, and Other Connectors -- 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 Developments in Lag Screw Technology -- 13.19 References -- 13.20 Problems -- 14 Connection Details and Hardware -- 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 Diaphragm-to-Shearwall Anchorage -- 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 Advanced Topics in Lateral Force Design -- 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 -- A Equivalent Uniform Weights of Wood Framing -- B Weights of Building Materials -- C Sl Units -- Introduction -- Notation -- Prefixes -- Conversion Factors -- Index |
| Summary |
"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)." |
| Bibliography |
Includes bibliographical references and index |
| Notes |
In English |
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Description based on e-Publication PDF |
| Subject |
Building, Wooden.
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Building, Wooden -- Design and construction
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Structural design.
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Timber joints.
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TECHNOLOGY & ENGINEERING / Structural.
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Building, Wooden
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Building, Wooden -- Design and construction
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Structural design
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Timber joints
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| Form |
Electronic book
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| Author |
Cobeen, Kelly, author
|
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Martin, Zeno, author
|
| LC no. |
2018966355 |
| ISBN |
9781260128680 |
|
1260128687 |
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9781260128673 |
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1260128679 |
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