AWC NDS withCommentary 2015
$81.25
National Design Specification (NDS) for Wood Construction with Commentary
| Published By | Publication Date | Number of Pages |
| AWC | 2015 | 306 |
ANSI/AWC NDS-2015 National Design Specification (NDS) for Wood Construction was approved as an ANSI American National Standard on September 30, 2014. The 2015 NDS was developed by the American Wood Council’s (AWC) Wood Design Standards Committee and has been approved by ANSI as an American National Standard. The 2015 NDS is referenced in the 2015 International Building Code. One significant addition to the 2015 NDS is a new product-design chapter for cross-laminated timber (CLT). Purchased copy includes integral commentary.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | NDS |
| 3 | Title Page |
| 7 | Table of Contents |
| 10 | List of Tables |
| 13 | List of Figures |
| 15 | General Requirements for Structural Design |
| 16 | 1.1 Scope 1.2 General Requirements 1.3 Standard as a Whole 1.4 Design Procedures |
| 17 | 1.5 Specifications and Plans 1.6 Notation |
| 23 | Design Values for Structural Members |
| 24 | 2.1 General 2.2 Reference Design Values 2.3 Adjustment of Reference Design Values |
| 27 | Design Provisions and Equations |
| 28 | 3.1 General |
| 29 | 3.2 Bending Members – General 3.3 Bending Members – Flexure |
| 31 | 3.4 Bending Members – Shear |
| 33 | 3.5 Bending Members – Deflection |
| 34 | 3.6 Compression Members – General |
| 35 | 3.7 Solid Columns |
| 36 | 3.8 Tension Members 3.9 Combined Bending and Axial Loading |
| 37 | 3.10 Design For Bearing |
| 39 | Sawn Lumber |
| 40 | 4.1 General |
| 41 | 4.2 Reference Design Values |
| 42 | 4.3 Adjustment of Reference Design Values |
| 45 | 4.4 Special Design Considerations |
| 47 | Structural Glued Laminated Timber |
| 48 | 5.1 General |
| 49 | 5.2 Reference Design Values |
| 50 | 5.3 Adjustment of Reference Design Values |
| 53 | 5.4 Special Design Considerations |
| 57 | Round Timber Poles and Piles |
| 58 | 6.1 General 6.2 Reference Design Values 6.3 Adjustment of Reference Design Values |
| 61 | Prefabricated Wood I-Joists |
| 62 | 7.1 General 7.2 Reference Design Values 7.3 Adjustment of Reference Design Values |
| 64 | 7.4 Special Design Considerations |
| 65 | Structural Composite Lumber |
| 66 | 8.1 General 8.2 Reference Design Values 8.3 Adjustment of Reference Design Values |
| 68 | 8.4 Special Design Considerations |
| 69 | Wood Structural Panels |
| 70 | 9.1 General 9.2 Reference Design Values |
| 71 | 9.3 Adjustment of Reference Design Values |
| 72 | 9.4 Design Considerations |
| 73 | Cross-Laminated Timber |
| 74 | 10.1 General 10.2 Reference Design Values 10.3 Adjustment of Reference Design Values |
| 76 | 10.4 Special Design Considerations |
| 77 | Mechanical Connections |
| 78 | 11.1 General |
| 79 | 11.2 Reference Design Values 11.3 Adjustment of Reference Design Values |
| 87 | Dowel-Type Fasteners |
| 88 | 12.1 General |
| 90 | 12.2 Reference Withdrawal Design Values |
| 94 | 12.3 Reference Lateral Design Values |
| 100 | 12.4 Combined Lateral and Withdrawal Loads 12.5 Adjustment of Reference Design Values |
| 104 | 12.6 Multiple Fasteners |
| 131 | Split Ring and Shear Plate Connectors |
| 132 | 13.1 General |
| 133 | 13.2 Reference Design Values |
| 139 | 13.3 Placement of Split Ring and Shear Plate Connectors |
| 145 | Timber Rivets |
| 146 | 14.1 General 14.2 Reference Design Values |
| 148 | 14.3 Placement of Timber Rivets |
| 157 | Special Loading Conditions |
| 158 | 15.1 Lateral Distribution of a Concentrated Load 15.2 Spaced Columns |
| 160 | 15.3 Built-Up Columns |
| 163 | 15.4 Wood Columns With Side Loads and Eccentricity |
| 165 | Fire Design of Wood Members |
| 166 | 16.1 General 16.2 Design Procedures for Exposed Wood Members |
| 168 | 16.3 Wood Connections |
| 169 | Appendix |
| 170 | Appendix A (Non-Mandatory) Construction And Design Practices |
| 172 | Appendix B (Non-Mandatory) Load Duration (ASD Only) |
| 174 | Appendix C (Non-Mandatory) Temperature Effects |
| 175 | Appendix D (Non-Mandatory) Lateral Stability of Beams |
| 176 | Appendix E (Non-Mandatory) Local Stresses in Fastener Groups |
| 181 | Appendix F (Non-Mandatory) Design for Creep and Critical Deflection Applications |
| 183 | Appendix G (Non-Mandatory) Effective Column Length |
| 184 | Appendix H (Non-Mandatory) Lateral Stability of Columns |
| 185 | Appendix I (Non-Mandatory) Yield Limit Equations for Connections |
| 188 | Appendix J (Non-Mandatory) Solution of Hankinson Formula |
| 191 | Appendix K (Non-Mandatory) Typical Dimensions for Split Ring and Shear Plate Connectors |
| 192 | Appendix L (Non-Mandatory) Typical Dimensions for Dowel-Type Fasteners and Washers |
| 196 | Appendix M (Non-Mandatory) Manufacturing Tolerances for Rivets and Steel Side Plates for Timber Rivet Connections |
| 197 | Appendix N (Mandatory) Load And Resistance Factor Design (LRFD) |
| 199 | References |
| 203 | NDS COMMENTARY FOREWORD TO THE NDS COMMENTARY |
| 204 | C1 GENERAL REQUIREMENTS FOR STRUCTURAL DESIGN C1.1 Scope C1.2 General Requirements |
| 205 | C1.3 Standard as a Whole C1.4 Design Procedures |
| 206 | C1.5 Specifications and Plans C1.6 Notation |
| 207 | C2 DESIGN VALUES FOR STRUCTURAL MEMBERS C2.1 General C2.2 Reference Design Values C2.3 Adjustment of Reference Design Values |
| 211 | C3 DESIGN PROVISIONS AND EQUATIONS C3.1 General |
| 212 | C3.2 Bending Members – General C3.3 Bending Members – Flexure |
| 213 | C3.4 Bending Members – Shear |
| 214 | C3.5 Bending Members – Deflection |
| 215 | C3.6 Compression Members – General |
| 216 | C3.7 Solid Columns |
| 218 | C3.8 Tension Members C3.9 Combined Bending and Axial Loading |
| 220 | C3.10 Design for Bearing |
| 221 | C4 SAWN LUMBER C4.1 General |
| 223 | C4.2 Reference Design Values |
| 225 | C4.3 Adjustment of Reference Design Values |
| 227 | C4.4 Special Design Considerations |
| 229 | C5 STRUCTURAL GLUED LAMINATED TIMBER C5.1 General |
| 231 | C5.2 Reference Design Values |
| 233 | C5.3 Adjustment of Reference Design Values |
| 235 | C5.4 Special Design Considerations |
| 237 | C6 ROUND TIMBER POLES AND PILES C6.1 General |
| 238 | C6.2 Reference Design Values |
| 239 | C6.3 Adjustment of Reference Design Values |
| 241 | C7 PREFABRICATED WOOD I-JOISTS C7.1 General C7.2 Reference Design Values |
| 242 | C7.3 Adjustment of Reference Design Values |
| 243 | C7.4 Special Design Considerations |
| 245 | C8 STRUCTURAL COMPOSITE LUMBER C8.1 General C8.2 Reference Design Values C8.3 Adjustment of Reference Design Values |
| 246 | C8.4 Special Design Considerations |
| 247 | C9 WOOD STRUCTURAL PANELS C9.1 General |
| 248 | C9.2 Reference Design Values |
| 250 | C9.3 Adjustment of Reference Design Values |
| 251 | C9.4 Design Considerations |
| 253 | C10 CROSS-LAMINATED TIMBER C10.1 General C10.2 Reference Design Values |
| 254 | C10.3 Adjustment of Reference Design Values |
| 255 | C10.4 Special Design Considerations |
| 257 | C11 MECHANICAL CONNECTIONS C11.1 General |
| 258 | C11.2 Reference Design Values |
| 259 | C11.3 Adjustment of Reference Design Values |
| 261 | C12 DOWEL-TYPE FASTENERS C12.1 General |
| 263 | C12.2 Reference Withdrawal Design Values |
| 266 | C12.3 Reference Lateral Design Values |
| 269 | C12.4 Combined Lateral and Withdrawal Loads |
| 270 | C12.5 Adjustment of Reference Design Values |
| 273 | C12.6 Multiple Fasteners |
| 274 | C13 SPLIT RING AND SHEAR PLATE CONNECTORS C13.1 General |
| 275 | C13.2 Reference Design Values |
| 276 | C13.3 Placement of Split Ring and Shear Plate Connectors |
| 279 | C14 TIMBER RIVETS C14.1 General |
| 280 | C14.2 Reference Design Values |
| 282 | C14.3 Placement of Timber Rivets |
| 283 | C15 SPECIAL LOADING CONDITIONS C15.1 Lateral Distribution of a Concentrated Load |
| 284 | C15.2 Spaced Columns |
| 286 | C15.3 Built-Up Columns |
| 287 | C15.4 Wood Columns with Side Loads and Eccentricity |
| 289 | C16 FIRE DESIGN OF WOOD MEMBERS C16.1 General |
| 291 | C16.2 Design Procedures for Exposed Wood Members |
| 295 | REFERENCES |
| 306 | BACK COVER |
