{"id":208649,"date":"2024-10-19T13:27:21","date_gmt":"2024-10-19T13:27:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awc-nds-withcommentary-2012\/"},"modified":"2024-10-25T06:09:51","modified_gmt":"2024-10-25T06:09:51","slug":"awc-nds-withcommentary-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awc\/awc-nds-withcommentary-2012\/","title":{"rendered":"AWC NDS withCommentary 2012"},"content":{"rendered":"

ANSI\/AWC NDS-2012, was approved as an ANSI American National Standard on August 15, 2011. The 2012 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 2012 NDS is referenced in the 2012 International Building Code<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nASD\/LRFD NDS <\/td>\n<\/tr>\n
3<\/td>\nTitle
\n <\/td>\n<\/tr>\n
4<\/td>\nCOPYRIGHT
\n <\/td>\n<\/tr>\n
5<\/td>\nFOREWORD <\/td>\n<\/tr>\n
7<\/td>\nTABLE OF CONTENTS FOR THE NDS <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS FOR THE NDS COMMENTARY <\/td>\n<\/tr>\n
10<\/td>\nLIST OF TABLES FOR THE NDS <\/td>\n<\/tr>\n
13<\/td>\nLIST OF FIGURES FOR THE NDS
LIST OF TABLES FOR THE NDS COMMENTARY <\/td>\n<\/tr>\n
14<\/td>\nLIST OF FIGURES FOR THE NDS COMMENTARY <\/td>\n<\/tr>\n
15<\/td>\n1 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
23<\/td>\n2 DESIGN VALUES FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
24<\/td>\n2.1 General
2.2 Reference Design Values
2.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
27<\/td>\n3 DESIGN PROVISIONS AND EQUATIONS <\/td>\n<\/tr>\n
28<\/td>\n3.1 General <\/td>\n<\/tr>\n
29<\/td>\n3.2 Bending Members — General
3.3 Bending Members — Flexure <\/td>\n<\/tr>\n
31<\/td>\n3.4 Bending Members — Shear <\/td>\n<\/tr>\n
33<\/td>\n3.5 Bending Members — Deflection <\/td>\n<\/tr>\n
34<\/td>\n3.6 Compression Members — General <\/td>\n<\/tr>\n
35<\/td>\n3.7 Solid Columns <\/td>\n<\/tr>\n
36<\/td>\n3.8 Tension Members
3.9 Combined Bending and Axial Loading <\/td>\n<\/tr>\n
37<\/td>\n3.10 Design for Bearing <\/td>\n<\/tr>\n
39<\/td>\n4 SAWN LUMBER <\/td>\n<\/tr>\n
40<\/td>\n4.1 General <\/td>\n<\/tr>\n
41<\/td>\n4.2 Reference Design Values <\/td>\n<\/tr>\n
42<\/td>\n4.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
45<\/td>\n4.4 Special Design Considerations <\/td>\n<\/tr>\n
47<\/td>\n5 STRUCTURAL GLUED LAMINATED TIMBER <\/td>\n<\/tr>\n
48<\/td>\n5.1 General <\/td>\n<\/tr>\n
49<\/td>\n5.2 Reference Design Values <\/td>\n<\/tr>\n
50<\/td>\n5.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
53<\/td>\n5.4 Special Design Considerations <\/td>\n<\/tr>\n
57<\/td>\n6 ROUND TIMBER POLES AND PILES <\/td>\n<\/tr>\n
58<\/td>\n6.1 General
6.2 Reference Design Values <\/td>\n<\/tr>\n
59<\/td>\n6.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
63<\/td>\n7 PREFABRICATED WOOD I- JOISTS <\/td>\n<\/tr>\n
64<\/td>\n7.1 General
7.2 Reference Design Values
7.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
66<\/td>\n7.4 Special Design Considerations <\/td>\n<\/tr>\n
67<\/td>\n8 STRUCTURAL COMPOSITE LUMBER <\/td>\n<\/tr>\n
68<\/td>\n8.1 General
8.2 Reference Design Values
8.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
70<\/td>\n8.4 Special Design Considerations <\/td>\n<\/tr>\n
71<\/td>\n9 WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
72<\/td>\n9.1 General
9.2 Reference Design Values <\/td>\n<\/tr>\n
73<\/td>\n9.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
74<\/td>\n9.4 Design Considerations <\/td>\n<\/tr>\n
75<\/td>\n10 MECHANICAL CONNECTIONS <\/td>\n<\/tr>\n
76<\/td>\n10.1 General <\/td>\n<\/tr>\n
77<\/td>\n10.2 Reference Design Values
10.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
85<\/td>\n11 DOWEL-TYPE FASTENERS <\/td>\n<\/tr>\n
86<\/td>\n11.1 General <\/td>\n<\/tr>\n
88<\/td>\n11.2 Reference Withdrawal Design Values <\/td>\n<\/tr>\n
92<\/td>\n11.3 Reference Lateral Design Values <\/td>\n<\/tr>\n
98<\/td>\n11.4 Combined Lateral and Withdrawal Loads
11.5 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
101<\/td>\n11.6 Multiple Fasteners <\/td>\n<\/tr>\n
127<\/td>\n12 SPLIT RING AND SHEAR PLATE CONNECTORS <\/td>\n<\/tr>\n
128<\/td>\n12.1 General <\/td>\n<\/tr>\n
129<\/td>\n12.2 Reference Design Values <\/td>\n<\/tr>\n
135<\/td>\n12.3 Placement of Split Ring and Shear Plate Connectors <\/td>\n<\/tr>\n
141<\/td>\n13 TIMBER RIVETS <\/td>\n<\/tr>\n
142<\/td>\n13.1 General
13.2 Reference Design Values <\/td>\n<\/tr>\n
144<\/td>\n13.3 Placement of Timber Rivets <\/td>\n<\/tr>\n
153<\/td>\n14 SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
154<\/td>\n14.1 General <\/td>\n<\/tr>\n
155<\/td>\n15 SPECIAL LOADING CONDITIONS <\/td>\n<\/tr>\n
156<\/td>\n15.1 Lateral Distribution of a Concentrated Load
15.2 Spaced Columns <\/td>\n<\/tr>\n
158<\/td>\n15.3 Built-Up Columns <\/td>\n<\/tr>\n
161<\/td>\n15.4 Wood Columns with Side Loads and Eccentricity <\/td>\n<\/tr>\n
163<\/td>\n16 FIRE DESIGN OF WOOD MEMBERS <\/td>\n<\/tr>\n
164<\/td>\n16.1 General
16.2 Design Procedures for Exposed Wood Members <\/td>\n<\/tr>\n
165<\/td>\n16.3 Wood Connections <\/td>\n<\/tr>\n
167<\/td>\nAPPENDIX <\/td>\n<\/tr>\n
168<\/td>\nAppendix A (Non-mandatory) Construction and Design Practices <\/td>\n<\/tr>\n
170<\/td>\nAppendix B (Non-mandatory) Load Duration (ASD Only) <\/td>\n<\/tr>\n
172<\/td>\nAppendix C (Non-mandatory) Temperature Effects <\/td>\n<\/tr>\n
173<\/td>\nAppendix D (Non-mandatory) Lateral Stability of Beams <\/td>\n<\/tr>\n
174<\/td>\nAppendix E (Non-mandatory) Local Stresses in Fastener Groups <\/td>\n<\/tr>\n
179<\/td>\nAppendix F (Non-mandatory) Design for Creep and Critical Deflection Applications <\/td>\n<\/tr>\n
181<\/td>\nAppendix G (Non-mandatory) Effective Column Length <\/td>\n<\/tr>\n
182<\/td>\nAppendix H (Non-mandatory) Lateral Stability of Columns <\/td>\n<\/tr>\n
183<\/td>\nAppendix I (Non-mandatory) Yield Limit Equations for Connections <\/td>\n<\/tr>\n
186<\/td>\nAppendix J (Non-mandatory) Solution of Hankinson Formula <\/td>\n<\/tr>\n
189<\/td>\nAppendix K (Non-mandatory) Typical Dimensions for Split Ring and Shear Plate Connectors <\/td>\n<\/tr>\n
190<\/td>\nAppendix L (Non-mandatory) Typical Dimensions for Dowel-Type Fasteners and Washers <\/td>\n<\/tr>\n
194<\/td>\nAppendix M (Non-mandatory) Manufacturing Tolerances for Rivets and Steel Side Plates for Timber Rivet Connections <\/td>\n<\/tr>\n
195<\/td>\nAppendix N (Mandatory) Load and Resistance Factor Design (LRFD) <\/td>\n<\/tr>\n
197<\/td>\nREFERENCES <\/td>\n<\/tr>\n
201<\/td>\nNDS COMMENTARY
FOREWORD TO THE NDS COMMENTARY <\/td>\n<\/tr>\n
202<\/td>\nC1 GENERAL REQUIREMENTS FOR STRUCTURAL DESIGN
C1.1 Scope
C1.2 General Requirements <\/td>\n<\/tr>\n
203<\/td>\nC1.3 Standard as a Whole
C1.4 Design Procedures <\/td>\n<\/tr>\n
204<\/td>\nC1.5 Specifications and Plans <\/td>\n<\/tr>\n
205<\/td>\nC2 DESIGN VALUES FOR STRUCTURAL MEMBERS
C2.1General
C2.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
209<\/td>\nC3 DESIGN PROVISIONS AND EQUATIONS
C3.1 General <\/td>\n<\/tr>\n
210<\/td>\nC3.2 Bending Members – General
C3.3 Bending Members – Flexure <\/td>\n<\/tr>\n
211<\/td>\nC3.4 Bending Members – Shear <\/td>\n<\/tr>\n
212<\/td>\nC3.5 Bending Members – Deflection <\/td>\n<\/tr>\n
213<\/td>\nC3.6 Compression Members – General <\/td>\n<\/tr>\n
214<\/td>\nC3.7 Solid Columns <\/td>\n<\/tr>\n
215<\/td>\nC3.8 Tension Members <\/td>\n<\/tr>\n
216<\/td>\nC3.9 Combined Bending and Axial Loading <\/td>\n<\/tr>\n
217<\/td>\nC3.10 Design for Bearing <\/td>\n<\/tr>\n
218<\/td>\nC4 SAWN LUMBER
C4.1 General <\/td>\n<\/tr>\n
220<\/td>\nC4.2 Reference Design Values <\/td>\n<\/tr>\n
222<\/td>\nC4.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
224<\/td>\nC4.4 Special Design Considerations <\/td>\n<\/tr>\n
226<\/td>\nC5 STRUCTURAL GLUED LAMINATED TIMBER
C5.1 General <\/td>\n<\/tr>\n
228<\/td>\nC5.2 Reference Design Values <\/td>\n<\/tr>\n
230<\/td>\nC5.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
232<\/td>\nC5.4 Special Design Considerations <\/td>\n<\/tr>\n
234<\/td>\nC6 ROUND TIMBER POLES AND PILES
C6.1 General <\/td>\n<\/tr>\n
235<\/td>\nC6.2 Reference Design Values <\/td>\n<\/tr>\n
236<\/td>\nC6.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
238<\/td>\nC7 PREFABRICATED WOOD I-JOISTS
C7.1 General
C7.2 Reference Design Values <\/td>\n<\/tr>\n
239<\/td>\nC7.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
240<\/td>\nC7.4 Special Design Considerations <\/td>\n<\/tr>\n
242<\/td>\nC8 STRUCTURAL COMPOSITE LUMBER
C8.1 General
C8.2 Reference Design Values
C8.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
243<\/td>\nC8.4 Special Design Considerations <\/td>\n<\/tr>\n
244<\/td>\nC9 WOOD STRUCTURAL PANELS
C9.1 General <\/td>\n<\/tr>\n
245<\/td>\nC9.2 Reference Design Values <\/td>\n<\/tr>\n
247<\/td>\nC9.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
248<\/td>\nC9.4 Design Considerations <\/td>\n<\/tr>\n
250<\/td>\nC10 MECHANICAL CONNECTIONS
C10.1 General <\/td>\n<\/tr>\n
251<\/td>\nC10.2 Reference Design Values <\/td>\n<\/tr>\n
252<\/td>\nC10.3 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
254<\/td>\nC11 DOWEL-TYPE FASTENERS
C11.1 General <\/td>\n<\/tr>\n
256<\/td>\nC11.2 Reference Withdrawal Design Values <\/td>\n<\/tr>\n
259<\/td>\nC11.3 Reference Lateral Design Values <\/td>\n<\/tr>\n
261<\/td>\nC11.4 Combined Lateral and Withdrawal Loads <\/td>\n<\/tr>\n
262<\/td>\nC11.5 Adjustment of Reference Design Values <\/td>\n<\/tr>\n
265<\/td>\nC11.6 Multiple Fasteners <\/td>\n<\/tr>\n
266<\/td>\nC12 SPLIT RING AND SHEAR PLATE CONNECTORS
C12.1 General <\/td>\n<\/tr>\n
267<\/td>\nC12.2 Reference Design Values <\/td>\n<\/tr>\n
268<\/td>\nC12.3 Placement of Split Ring and Shear Plate Connectors <\/td>\n<\/tr>\n
271<\/td>\nC13 TIMBER RIVETS
C13.1 General <\/td>\n<\/tr>\n
272<\/td>\nC13.2 Reference Design Values <\/td>\n<\/tr>\n
274<\/td>\nC13.3 Placement of Timber Rivets <\/td>\n<\/tr>\n
275<\/td>\nC14 SHEAR WALLS AND DIAPHRAGMS
C14.1 General <\/td>\n<\/tr>\n
276<\/td>\nC15 SPECIAL LOADING CONDITIONS
C15.1 Lateral Distribution of a Concentrated Load <\/td>\n<\/tr>\n
277<\/td>\nC15.2 Spaced Columns <\/td>\n<\/tr>\n
279<\/td>\nC15.3 Built-Up Columns <\/td>\n<\/tr>\n
280<\/td>\nC15.4 Wood Columns with Side Loads and Eccentricity <\/td>\n<\/tr>\n
282<\/td>\nC16 FIRE DESIGN OF WOOD MEMBERS
C16.1 General <\/td>\n<\/tr>\n
284<\/td>\nC16.2 Design Procedures for Exposed Wood Members <\/td>\n<\/tr>\n
287<\/td>\nREFERENCES <\/td>\n<\/tr>\n
298<\/td>\nBack Cover
\n <\/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>\n2012<\/td>\n298<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":208651,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2853],"product_tag":[],"class_list":{"0":"post-208649","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\/208649","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\/208651"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=208649"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=208649"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=208649"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}