{"id":208647,"date":"2024-10-19T13:27:21","date_gmt":"2024-10-19T13:27:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awc-nds-withcommentary-2005\/"},"modified":"2024-10-25T06:09:50","modified_gmt":"2024-10-25T06:09:50","slug":"awc-nds-withcommentary-2005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awc\/awc-nds-withcommentary-2005\/","title":{"rendered":"AWC NDS withCommentary 2005"},"content":{"rendered":"

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PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCOVER <\/td>\n<\/tr>\n
5<\/td>\nFOREWORD <\/td>\n<\/tr>\n
7<\/td>\nCONTENTS
TABLE OF CONTENTS FOR THE NDS <\/td>\n<\/tr>\n
9<\/td>\nTABLE OF CONTENTS FOR THE NDS COMMENTARY <\/td>\n<\/tr>\n
10<\/td>\nLIST OF TABLES IN THE NDS <\/td>\n<\/tr>\n
13<\/td>\nLIST OF TABLES IN THE NDS SUPPLEMENT
LIST OF TABLES IN THE NDS COMMENTARY <\/td>\n<\/tr>\n
14<\/td>\nLIST OF FIGURES IN THE NDS
LIST OF FIGURES IN THE NDS COMMENTARY <\/td>\n<\/tr>\n
15<\/td>\nNDS
1 GENERAL REQUIREMENTS FOR STRUCTURAL DESIGN <\/td>\n<\/tr>\n
16<\/td>\n1.1 Scope
1.2 General Requirements
1.3 Standard as a Whole
1.4 Design Procedures <\/td>\n<\/tr>\n
17<\/td>\n1.5 Specifications and Plans
1.6 Notation <\/td>\n<\/tr>\n
21<\/td>\n2 DESIGN VALUES FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
22<\/td>\n2.1 General
2.2 Reference Design Values
2.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
25<\/td>\n3 DESIGN PROVISIONS AND EQUATIONS <\/td>\n<\/tr>\n
26<\/td>\n3.1 General <\/td>\n<\/tr>\n
27<\/td>\n3.2 Bending Members \u2013 General
3.3 Bending Members \u2013 Flexure <\/td>\n<\/tr>\n
29<\/td>\n3.4 Bending Members \u2013 Shear <\/td>\n<\/tr>\n
31<\/td>\n3.5 Bending Members \u2013 Deflection <\/td>\n<\/tr>\n
32<\/td>\n3.6 Compression Members \u2013 General <\/td>\n<\/tr>\n
33<\/td>\n3.7 Solid Columns <\/td>\n<\/tr>\n
34<\/td>\n3.8 Tension Members
3.9 Combined Bending and Axial Loading <\/td>\n<\/tr>\n
35<\/td>\n3.10 Design for Bearing <\/td>\n<\/tr>\n
37<\/td>\n4 SAWN LUMBER <\/td>\n<\/tr>\n
38<\/td>\n4.1 General <\/td>\n<\/tr>\n
39<\/td>\n4.2 Reference Design Values <\/td>\n<\/tr>\n
40<\/td>\n4.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
43<\/td>\n4.4 Special Design Considerations <\/td>\n<\/tr>\n
45<\/td>\n5 STRUCTURAL GLUED LAMINATED TIMBER <\/td>\n<\/tr>\n
46<\/td>\n5.1 General <\/td>\n<\/tr>\n
47<\/td>\n5.2 Reference Design Values
5.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
50<\/td>\n5.4 Special Design Considerations <\/td>\n<\/tr>\n
51<\/td>\n6 ROUND TIMBER POLES AND PILES <\/td>\n<\/tr>\n
52<\/td>\n6.1 General
6.2 Reference Design Values <\/td>\n<\/tr>\n
53<\/td>\n6.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
57<\/td>\n7 PREFABRICATED WOOD I-JOISTS <\/td>\n<\/tr>\n
58<\/td>\n7.1 General
7.2 Reference Design Values
7.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
60<\/td>\n7.4 Special Design Considerations <\/td>\n<\/tr>\n
61<\/td>\n8 STRUCTURAL COMPOSITE LUMBER <\/td>\n<\/tr>\n
62<\/td>\n8.1 General
8.2 Reference Design Values
8.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
64<\/td>\n8.4 Special Design Considerations <\/td>\n<\/tr>\n
65<\/td>\n9 WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
66<\/td>\n9.1 General
9.2 Reference Design Values <\/td>\n<\/tr>\n
67<\/td>\n9.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
68<\/td>\n9.4 Design Considerations <\/td>\n<\/tr>\n
69<\/td>\n10 MECHANICAL CONNECTIONS <\/td>\n<\/tr>\n
70<\/td>\n10.1 General <\/td>\n<\/tr>\n
71<\/td>\n10.2 Reference Design Values
10.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
79<\/td>\n11 DOWEL-TYPE FASTENERS <\/td>\n<\/tr>\n
80<\/td>\n11.1 General <\/td>\n<\/tr>\n
82<\/td>\n11.2 Reference Withdrawal Design Values <\/td>\n<\/tr>\n
85<\/td>\n11.3 Reference Lateral Design Values <\/td>\n<\/tr>\n
90<\/td>\n11.4 Combined Lateral and Withdrawal Loads
11.5 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
93<\/td>\n11.6 Multiple Fasteners <\/td>\n<\/tr>\n
117<\/td>\n12 SPLIT RING AND SHEAR PLATE CONNECTORS <\/td>\n<\/tr>\n
118<\/td>\n12.1 General <\/td>\n<\/tr>\n
119<\/td>\n12.2 Reference Design Values <\/td>\n<\/tr>\n
125<\/td>\n12.3 Placement of Split Ring and Shear Plate Connectors <\/td>\n<\/tr>\n
129<\/td>\n13 TIMBER RIVETS <\/td>\n<\/tr>\n
130<\/td>\n13.1 General
13.2 Reference Design Values <\/td>\n<\/tr>\n
132<\/td>\n13.3 Placement of Timber Rivets <\/td>\n<\/tr>\n
141<\/td>\n14 SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
142<\/td>\n14.1 General
14.2 Design Principles
14.3 Shear Walls <\/td>\n<\/tr>\n
143<\/td>\n14.4 Diaphragms <\/td>\n<\/tr>\n
145<\/td>\n15 SPECIAL LOADING CONDITIONS <\/td>\n<\/tr>\n
146<\/td>\n15.1 Lateral Distribution of a Concentrated Load
15.2 Spaced Columns <\/td>\n<\/tr>\n
148<\/td>\n15.3 Built-Up Columns <\/td>\n<\/tr>\n
151<\/td>\n15.4 Wood Columns with Side Loads and Eccentricity <\/td>\n<\/tr>\n
153<\/td>\n16 FIRE DESIGN OF WOOD MEMBERS <\/td>\n<\/tr>\n
154<\/td>\n16.1 General
16.2 Design Procedures for Exposed Wood Members <\/td>\n<\/tr>\n
155<\/td>\n16.3 Wood Connections <\/td>\n<\/tr>\n
157<\/td>\nAPPENDIX <\/td>\n<\/tr>\n
158<\/td>\nAppendix A ( Non-mandatory) Construction and Design Practices <\/td>\n<\/tr>\n
160<\/td>\nAppendix B ( Non-mandatory) Load Duration ( ASD Only) <\/td>\n<\/tr>\n
162<\/td>\nAppendix C ( Non-mandatory) Temperature Effects <\/td>\n<\/tr>\n
163<\/td>\nAppendix D ( Non-mandatory) Lateral Stability of Beams <\/td>\n<\/tr>\n
164<\/td>\nAppendix E ( Non-mandatory) Local Stresses in Fastener Groups <\/td>\n<\/tr>\n
168<\/td>\nAppendix F ( Non-mandatory) Design for Creep and Critical Deflection Applications <\/td>\n<\/tr>\n
170<\/td>\nAppendix G ( Non-mandatory) Effective Column Length <\/td>\n<\/tr>\n
171<\/td>\nAppendix H ( Non-mandatory) Lateral Stability of Columns <\/td>\n<\/tr>\n
172<\/td>\nAppendix I ( Non-mandatory) Yield Limit Equations for Connections <\/td>\n<\/tr>\n
175<\/td>\nAppendix J ( Non-mandatory) Solution of Hankinson Formula <\/td>\n<\/tr>\n
178<\/td>\nAppendix K ( Non-mandatory) Typical Dimensions for Split Ring and Shear Plate Connectors <\/td>\n<\/tr>\n
179<\/td>\nAppendix L ( Non-mandatory) Typical Dimensions for Dowel-Type Fasteners <\/td>\n<\/tr>\n
182<\/td>\nAppendix M ( Non-mandatory) Manufacturing Tolerances for Rivets and Steel Side Plates for Timber Rivet Connections <\/td>\n<\/tr>\n
183<\/td>\nAppendix N ( Mandatory) Load and Resistance Factor Design ( LRFD)
N.1 General
N. 2 Design Values
N. 3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
185<\/td>\nNDS REFERENCES <\/td>\n<\/tr>\n
189<\/td>\n2008 ERRATA\/ADDENDUM <\/td>\n<\/tr>\n
191<\/td>\nNDS COMMENTARY
FOREWORD TO THE NDS COMMENTARY <\/td>\n<\/tr>\n
192<\/td>\nC1 GENERAL REQUIREMENTS FOR STRUCTURAL DESIGN
C1.1 Scope
C1.2 General Requirements
C1.3 Standard as a Whole <\/td>\n<\/tr>\n
193<\/td>\nC1.4 Design Procedures
C1.5 Specifications and Plans <\/td>\n<\/tr>\n
194<\/td>\nC1.6 Notation <\/td>\n<\/tr>\n
195<\/td>\nC2 DESIGN VALUES FOR STRUCTURAL MEMBERS
C2.1 General
C2.2 Reference Design Values
C2.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
199<\/td>\nC3 DESIGN PROVISIONS AND EQUATIONS
C3.1 General <\/td>\n<\/tr>\n
200<\/td>\nC3.2 Bending Members – General
C3.3 Bending Members – Flexure <\/td>\n<\/tr>\n
201<\/td>\nC3.4 Bending Members – Shear <\/td>\n<\/tr>\n
202<\/td>\nC3.5 Bending Members – Deflection <\/td>\n<\/tr>\n
203<\/td>\nC3.6 Compression Members – General <\/td>\n<\/tr>\n
204<\/td>\nC3.7 Solid Columns <\/td>\n<\/tr>\n
205<\/td>\nC3.8 Tension Members
C3.9 Combined Bending and Axial Loading <\/td>\n<\/tr>\n
206<\/td>\nC3.10 Design for Bearing <\/td>\n<\/tr>\n
208<\/td>\nC4 SAWN LUMBER
C4.1 General <\/td>\n<\/tr>\n
210<\/td>\nC4.2 Reference Design Values <\/td>\n<\/tr>\n
212<\/td>\nC4.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
214<\/td>\nC4.4 Special Design Considerations <\/td>\n<\/tr>\n
216<\/td>\nC5 STRUCTURAL GLUED LAMINATED TIMBER
C5.1 General <\/td>\n<\/tr>\n
218<\/td>\nC5.2 Reference Design Values <\/td>\n<\/tr>\n
219<\/td>\nC5.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
220<\/td>\nC5.4 Special Design Considerations <\/td>\n<\/tr>\n
222<\/td>\nC6 ROUND TIMBER POLES AND PILES
C6.1 General <\/td>\n<\/tr>\n
224<\/td>\nC6.2 Reference Design Values <\/td>\n<\/tr>\n
225<\/td>\nC6.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
227<\/td>\nC7 PREFABRICATED WOOD I-JOISTS
C7.1 General
C7.2 Reference Design Values <\/td>\n<\/tr>\n
228<\/td>\nC7.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
229<\/td>\nC7.4 Special Design Considerations <\/td>\n<\/tr>\n
230<\/td>\nC8 STRUCTURAL COMPOSITE LUMBER
C8.1 General
C8.2 Reference Design Values
C8.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
231<\/td>\nC8.4 Special Design Considerations <\/td>\n<\/tr>\n
232<\/td>\nC9 WOOD STRUCTURAL PANELS
C9.1 General <\/td>\n<\/tr>\n
233<\/td>\nC9.2 Reference Design Values <\/td>\n<\/tr>\n
235<\/td>\nC9.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
236<\/td>\nC9.4 Design Considerations <\/td>\n<\/tr>\n
238<\/td>\nC10 MECHANICAL CONNECTIONS
C10.1 General <\/td>\n<\/tr>\n
239<\/td>\nC10.2 Reference Design Values <\/td>\n<\/tr>\n
240<\/td>\nC10.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
242<\/td>\nC11 DOWEL-TYPE FASTENERS
C11.1 General <\/td>\n<\/tr>\n
245<\/td>\nC11.2 Reference Withdrawal Design Values <\/td>\n<\/tr>\n
247<\/td>\nC11.3 Reference Lateral Design Values <\/td>\n<\/tr>\n
249<\/td>\nC11.4 Combined Lateral and Withdrawal Loads <\/td>\n<\/tr>\n
250<\/td>\nC11.5 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
253<\/td>\nC11.6 Multiple Fasteners <\/td>\n<\/tr>\n
254<\/td>\nC12 SPLIT RING AND SHEAR PLATE CONNECTORS
C12.1 General <\/td>\n<\/tr>\n
255<\/td>\nC12.2 Reference Design Values <\/td>\n<\/tr>\n
256<\/td>\nC12.3 Placement of Split Ring and Shear Plate Connectors <\/td>\n<\/tr>\n
259<\/td>\nC13 TIMBER RIVETS
C13.1 General <\/td>\n<\/tr>\n
260<\/td>\nC13.2 Reference Design Values <\/td>\n<\/tr>\n
262<\/td>\nC13.3 Placement of Timber Rivets <\/td>\n<\/tr>\n
263<\/td>\nC14 SHEAR WALLS AND DIAPHRAGMS
C14.1 General <\/td>\n<\/tr>\n
264<\/td>\nC15 SPECIAL LOADING CONDITIONS
C15.1 General <\/td>\n<\/tr>\n
265<\/td>\nC15.2 Spaced Columns <\/td>\n<\/tr>\n
267<\/td>\nC15.3 Built-Up Columns <\/td>\n<\/tr>\n
269<\/td>\nC15.4 Wood Columns with Side Loads and Eccentricity <\/td>\n<\/tr>\n
270<\/td>\nC16 FIRE DESIGN OF WOOD MEMBERS
C16.1 General <\/td>\n<\/tr>\n
272<\/td>\nC16.2 Design Procedures for Exposed Wood Members <\/td>\n<\/tr>\n
275<\/td>\nCOMMENTARY REFERENCES <\/td>\n<\/tr>\n
285<\/td>\nNDS SUPPLEMENT <\/td>\n<\/tr>\n
289<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
291<\/td>\nTABLE OF CONTENTS
LIST OF TABLES <\/td>\n<\/tr>\n
293<\/td>\n1 SAWN LUMBER GRADING AGENCIES <\/td>\n<\/tr>\n
294<\/td>\n1.1 List of Sawn Lumber Grading Agencies <\/td>\n<\/tr>\n
295<\/td>\n2 SPECIES COMBINATIONS <\/td>\n<\/tr>\n
296<\/td>\n2.1 List of Sawn Lumber Species Combinations <\/td>\n<\/tr>\n
300<\/td>\n2.2 List of Non- North American Sawn Lumber Species Combinations <\/td>\n<\/tr>\n
301<\/td>\n2.3 List of Structural Glued Laminated Timber Species Combinations <\/td>\n<\/tr>\n
303<\/td>\n3 SECTION PROPERTIES <\/td>\n<\/tr>\n
304<\/td>\n3.1 Section Properties of Sawn Lumber and Structural Glued Laminated Timber <\/td>\n<\/tr>\n
321<\/td>\n4 REFERENCE DESIGN VALUES <\/td>\n<\/tr>\n
364<\/td>\n2007 ERRATA\/ADDENDUM <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

National Design Specification (NDS) for Wood Construction with Commentary<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AWC<\/b><\/a><\/td>\n2005<\/td>\n367<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":208648,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2853],"product_tag":[],"class_list":{"0":"post-208647","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-awc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/208647","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/208648"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=208647"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=208647"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=208647"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}