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AWC NDS withCommentary 2005

AWC NDS withCommentary 2005

$27.08

National Design Specification (NDS) for Wood Construction with Commentary

Published By Publication Date Number of Pages
AWC 2005 367
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PDF Catalog

PDF Pages PDF Title
1 COVER
5 FOREWORD
7 CONTENTS
TABLE OF CONTENTS FOR THE NDS
9 TABLE OF CONTENTS FOR THE NDS COMMENTARY
10 LIST OF TABLES IN THE NDS
13 LIST OF TABLES IN THE NDS SUPPLEMENT
LIST OF TABLES IN THE NDS COMMENTARY
14 LIST OF FIGURES IN THE NDS
LIST OF FIGURES IN THE NDS COMMENTARY
15 NDS
1 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
21 2 DESIGN VALUES FOR STRUCTURAL MEMBERS
22 2.1 General
2.2 Reference Design Values
2.3 Adjustment of Reference Design Values
25 3 DESIGN PROVISIONS AND EQUATIONS
26 3.1 General
27 3.2 Bending Members – General
3.3 Bending Members – Flexure
29 3.4 Bending Members – Shear
31 3.5 Bending Members – Deflection
32 3.6 Compression Members – General
33 3.7 Solid Columns
34 3.8 Tension Members
3.9 Combined Bending and Axial Loading
35 3.10 Design for Bearing
37 4 SAWN LUMBER
38 4.1 General
39 4.2 Reference Design Values
40 4.3 Adjustment of Reference Design Values
43 4.4 Special Design Considerations
45 5 STRUCTURAL GLUED LAMINATED TIMBER
46 5.1 General
47 5.2 Reference Design Values
5.3 Adjustment of Reference Design Values
50 5.4 Special Design Considerations
51 6 ROUND TIMBER POLES AND PILES
52 6.1 General
6.2 Reference Design Values
53 6.3 Adjustment of Reference Design Values
57 7 PREFABRICATED WOOD I-JOISTS
58 7.1 General
7.2 Reference Design Values
7.3 Adjustment of Reference Design Values
60 7.4 Special Design Considerations
61 8 STRUCTURAL COMPOSITE LUMBER
62 8.1 General
8.2 Reference Design Values
8.3 Adjustment of Reference Design Values
64 8.4 Special Design Considerations
65 9 WOOD STRUCTURAL PANELS
66 9.1 General
9.2 Reference Design Values
67 9.3 Adjustment of Reference Design Values
68 9.4 Design Considerations
69 10 MECHANICAL CONNECTIONS
70 10.1 General
71 10.2 Reference Design Values
10.3 Adjustment of Reference Design Values
79 11 DOWEL-TYPE FASTENERS
80 11.1 General
82 11.2 Reference Withdrawal Design Values
85 11.3 Reference Lateral Design Values
90 11.4 Combined Lateral and Withdrawal Loads
11.5 Adjustment of Reference Design Values
93 11.6 Multiple Fasteners
117 12 SPLIT RING AND SHEAR PLATE CONNECTORS
118 12.1 General
119 12.2 Reference Design Values
125 12.3 Placement of Split Ring and Shear Plate Connectors
129 13 TIMBER RIVETS
130 13.1 General
13.2 Reference Design Values
132 13.3 Placement of Timber Rivets
141 14 SHEAR WALLS AND DIAPHRAGMS
142 14.1 General
14.2 Design Principles
14.3 Shear Walls
143 14.4 Diaphragms
145 15 SPECIAL LOADING CONDITIONS
146 15.1 Lateral Distribution of a Concentrated Load
15.2 Spaced Columns
148 15.3 Built-Up Columns
151 15.4 Wood Columns with Side Loads and Eccentricity
153 16 FIRE DESIGN OF WOOD MEMBERS
154 16.1 General
16.2 Design Procedures for Exposed Wood Members
155 16.3 Wood Connections
157 APPENDIX
158 Appendix A ( Non-mandatory) Construction and Design Practices
160 Appendix B ( Non-mandatory) Load Duration ( ASD Only)
162 Appendix C ( Non-mandatory) Temperature Effects
163 Appendix D ( Non-mandatory) Lateral Stability of Beams
164 Appendix E ( Non-mandatory) Local Stresses in Fastener Groups
168 Appendix F ( Non-mandatory) Design for Creep and Critical Deflection Applications
170 Appendix G ( Non-mandatory) Effective Column Length
171 Appendix H ( Non-mandatory) Lateral Stability of Columns
172 Appendix I ( Non-mandatory) Yield Limit Equations for Connections
175 Appendix J ( Non-mandatory) Solution of Hankinson Formula
178 Appendix K ( Non-mandatory) Typical Dimensions for Split Ring and Shear Plate Connectors
179 Appendix L ( Non-mandatory) Typical Dimensions for Dowel-Type Fasteners
182 Appendix M ( Non-mandatory) Manufacturing Tolerances for Rivets and Steel Side Plates for Timber Rivet Connections
183 Appendix N ( Mandatory) Load and Resistance Factor Design ( LRFD)
N.1 General
N. 2 Design Values
N. 3 Adjustment of Reference Design Values
185 NDS REFERENCES
189 2008 ERRATA/ADDENDUM
191 NDS COMMENTARY
FOREWORD TO THE NDS COMMENTARY
192 C1 GENERAL REQUIREMENTS FOR STRUCTURAL DESIGN
C1.1 Scope
C1.2 General Requirements
C1.3 Standard as a Whole
193 C1.4 Design Procedures
C1.5 Specifications and Plans
194 C1.6 Notation
195 C2 DESIGN VALUES FOR STRUCTURAL MEMBERS
C2.1 General
C2.2 Reference Design Values
C2.3 Adjustment of Reference Design Values
199 C3 DESIGN PROVISIONS AND EQUATIONS
C3.1 General
200 C3.2 Bending Members – General
C3.3 Bending Members – Flexure
201 C3.4 Bending Members – Shear
202 C3.5 Bending Members – Deflection
203 C3.6 Compression Members – General
204 C3.7 Solid Columns
205 C3.8 Tension Members
C3.9 Combined Bending and Axial Loading
206 C3.10 Design for Bearing
208 C4 SAWN LUMBER
C4.1 General
210 C4.2 Reference Design Values
212 C4.3 Adjustment of Reference Design Values
214 C4.4 Special Design Considerations
216 C5 STRUCTURAL GLUED LAMINATED TIMBER
C5.1 General
218 C5.2 Reference Design Values
219 C5.3 Adjustment of Reference Design Values
220 C5.4 Special Design Considerations
222 C6 ROUND TIMBER POLES AND PILES
C6.1 General
224 C6.2 Reference Design Values
225 C6.3 Adjustment of Reference Design Values
227 C7 PREFABRICATED WOOD I-JOISTS
C7.1 General
C7.2 Reference Design Values
228 C7.3 Adjustment of Reference Design Values
229 C7.4 Special Design Considerations
230 C8 STRUCTURAL COMPOSITE LUMBER
C8.1 General
C8.2 Reference Design Values
C8.3 Adjustment of Reference Design Values
231 C8.4 Special Design Considerations
232 C9 WOOD STRUCTURAL PANELS
C9.1 General
233 C9.2 Reference Design Values
235 C9.3 Adjustment of Reference Design Values
236 C9.4 Design Considerations
238 C10 MECHANICAL CONNECTIONS
C10.1 General
239 C10.2 Reference Design Values
240 C10.3 Adjustment of Reference Design Values
242 C11 DOWEL-TYPE FASTENERS
C11.1 General
245 C11.2 Reference Withdrawal Design Values
247 C11.3 Reference Lateral Design Values
249 C11.4 Combined Lateral and Withdrawal Loads
250 C11.5 Adjustment of Reference Design Values
253 C11.6 Multiple Fasteners
254 C12 SPLIT RING AND SHEAR PLATE CONNECTORS
C12.1 General
255 C12.2 Reference Design Values
256 C12.3 Placement of Split Ring and Shear Plate Connectors
259 C13 TIMBER RIVETS
C13.1 General
260 C13.2 Reference Design Values
262 C13.3 Placement of Timber Rivets
263 C14 SHEAR WALLS AND DIAPHRAGMS
C14.1 General
264 C15 SPECIAL LOADING CONDITIONS
C15.1 General
265 C15.2 Spaced Columns
267 C15.3 Built-Up Columns
269 C15.4 Wood Columns with Side Loads and Eccentricity
270 C16 FIRE DESIGN OF WOOD MEMBERS
C16.1 General
272 C16.2 Design Procedures for Exposed Wood Members
275 COMMENTARY REFERENCES
285 NDS SUPPLEMENT
289 INTRODUCTION
291 TABLE OF CONTENTS
LIST OF TABLES
293 1 SAWN LUMBER GRADING AGENCIES
294 1.1 List of Sawn Lumber Grading Agencies
295 2 SPECIES COMBINATIONS
296 2.1 List of Sawn Lumber Species Combinations
300 2.2 List of Non- North American Sawn Lumber Species Combinations
301 2.3 List of Structural Glued Laminated Timber Species Combinations
303 3 SECTION PROPERTIES
304 3.1 Section Properties of Sawn Lumber and Structural Glued Laminated Timber
321 4 REFERENCE DESIGN VALUES
364 2007 ERRATA/ADDENDUM
AWC NDS withCommentary 2005
$27.08