{"id":208642,"date":"2024-10-19T13:27:18","date_gmt":"2024-10-19T13:27:18","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awc-nds-2001\/"},"modified":"2024-10-25T06:09:50","modified_gmt":"2024-10-25T06:09:50","slug":"awc-nds-2001","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awc\/awc-nds-2001\/","title":{"rendered":"AWC NDS 2001"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nNDS 2001 EDITION <\/td>\n<\/tr>\n
4<\/td>\nFOREWORD <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nLIST OF TABLES <\/td>\n<\/tr>\n
10<\/td>\nLIST OF TABLES IN THE NDS SUPPLEMENT <\/td>\n<\/tr>\n
11<\/td>\nLIST OF FIGURES <\/td>\n<\/tr>\n
12<\/td>\n1 GENERAL REQUIREMENTS FOR STRUCTURAL DESIGN <\/td>\n<\/tr>\n
13<\/td>\n1.1 Scope
1.1.1 Practice Defined
1.1.2 Competent Supervision
1.2 General Requirements
1.2.1 Conformance With Standards
1.2.2 Framing and Bracing
1.3 Standard as a Whole
1.4 Design Loads
1.4.1 Loading Assumptions <\/td>\n<\/tr>\n
14<\/td>\n1.4.2 Governed by Codes
1.4.3 Loads Included
1.4.4 Load Combinations
1.5 Specifications and Plans
1.5.1 Sizes
1.6 Notation <\/td>\n<\/tr>\n
18<\/td>\n2 DESIGN VALUES FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
19<\/td>\n2.1 General
2.1.1 General Requirement
2.1.2 Responsibility of Designer to Adjust for Conditions of Use
2.2 Design Values
2.3 Adjustment of Design Values
2.3.1 Applicability of Adjustment Factors
2.3.2 Load Duration Factor <\/td>\n<\/tr>\n
20<\/td>\n2.3.3 Temperature Factor
2.3.4 Fire Retardant Treatment <\/td>\n<\/tr>\n
22<\/td>\n3 DESIGN PROVISIONS AND EQUATIONS <\/td>\n<\/tr>\n
23<\/td>\n3.1 General
3.1.1 Scope
3.1.2 Net Section Area
3.1.3 Connections
3.1.4 Time Dependent Deformations
3.1.5 Composite Construction <\/td>\n<\/tr>\n
24<\/td>\n3.2 Bending Members \u2013 General
3.2.1 Span of Bending Members
3.2.2 Lateral Distribution of Concentrated Load
3.2.3 Notches
3.3 Bending Members \u2013 Flexure
3.3.1 Strength in Bending
3.3.2 Flexural Design Equations
3.3.3 Beam Stability Factor <\/td>\n<\/tr>\n
26<\/td>\n3.3.4 Form Factor
3.4 Bending Members \u2013 Shear
3.4.1 Strength in Shear Parallel to Grain ( Horizontal Shear)
3.4.2 Shear Design Equations <\/td>\n<\/tr>\n
27<\/td>\n3.4.3 Shear Design <\/td>\n<\/tr>\n
29<\/td>\n3.5 Bending Members \u2013 Deflection
3.5.1 Deflection Calculations
3.5.2 Long Term Loading
3.6 Compression Members \u2013 General
3.6.1 Terminology
3.6.2 Column Classifications <\/td>\n<\/tr>\n
30<\/td>\n3.6.3 Strength in Compression Parallel to Grain
3.6.4 Compression Members Bearing End to End
3.6.5 Eccentric Loading or Combined Stresses
3.6.6 Column Bracing
3.6.7 Lateral Support of Arches, Studs and Compression Chords of Trusses
3.7 Solid Columns
3.7.1 Column Stability Factor <\/td>\n<\/tr>\n
31<\/td>\n3.7.2 Tapered Columns
3.7.3 Round Columns
3.8 Tension Members
3.8.1 Tension Parallel to Grain
3.8.2 Tension Perpendicular to Grain <\/td>\n<\/tr>\n
32<\/td>\n3.9 Combined Bending and Axial Loading
3.9.1 Bending and Axial Tension
3.9.2 Bending and Axial Compression
3.9.3 Eccentric Compression Loading <\/td>\n<\/tr>\n
33<\/td>\n3.10 Design for Bearing
3.10.1 Bearing Parallel to Grain
3.10.2 Bearing Perpendicular to Grain
3.10.3 Bearing at an Angle to Grain
3.10.4 Bearing Area Factor <\/td>\n<\/tr>\n
34<\/td>\n4 SAWN LUMBER <\/td>\n<\/tr>\n
35<\/td>\n4.1 General
4.1.1 Application
4.1.2 Identification of Lumber
4.1.3 Definitions
4.1.4 Moisture Service Condition of Lumber
4.1.5 Lumber Sizes
4.1.6 End-Jointed or Edge-Glued Lumber <\/td>\n<\/tr>\n
36<\/td>\n4.1.7 Resawn or Remanufactured Lumber
4.2 Design Values
4.2.1 Tabulated Values
4.2.2 Other Species and Grades
4.2.3 Basis for Design Values
4.2.4 Modulus of Elasticity
4.2.5 Bending <\/td>\n<\/tr>\n
37<\/td>\n4.2.6 Compression Perpendicular to Grain
4.3 Adjustment of Design Values
4.3.1 General
4.3.2 Load Duration Factor
4.3.3 Wet Service Factor
4.3.4 Temperature Factor
4.3.5 Beam Stability Factor
4.3.6 Size Factor <\/td>\n<\/tr>\n
38<\/td>\n4.3.7 Flat Use Factor
4.3.8 Incising Factor
4.3.9 Repetitive Member Factor <\/td>\n<\/tr>\n
39<\/td>\n4.3.10 Form Factor
4.3.11 Column Stability Factor
4.3.12 Buckling Stiffness Factor
4.3.13 Bearing Area Factor
4.3.14 Pressure-Preservative Treatment
4.4 Special Design Considerations
4.4.1 Stability of Bending Members
4.4.2 Wood Trusses <\/td>\n<\/tr>\n
40<\/td>\n4.4.3 Notches <\/td>\n<\/tr>\n
42<\/td>\n5 STRUCTURAL GLUED LAMINATED TIMBER <\/td>\n<\/tr>\n
43<\/td>\n5.1 General
5.1.1 Application
5.1.2 Definition
5.1.3 Standard Sizes
5.1.4 Specification
5.1.5 Service Conditions <\/td>\n<\/tr>\n
44<\/td>\n5.2 Design Values
5.2.1 Tabulated Values
5.2.2 Radial Tension
5.2.3 Other Species and Grades
5.3 Adjustment of Design Values
5.3.1 General
5.3.2 Load Duration Factor
5.3.3 Wet Service Factor
5.3.4 Temperature Factor
5.3.5 Beam Stability Factor <\/td>\n<\/tr>\n
45<\/td>\n5.3.6 Volume Factor
5.3.7 Flat Use Factor
5.3.8 Curvature Factor <\/td>\n<\/tr>\n
46<\/td>\n5.3.9 Form Factor
5.3.10 Column Stability Factor
5.3.11 Bearing Area Factor
5.3.12 Pressure-Preservative Treatment
5.4 Special Design Considerations
5.4.1 Radial Stress
5.4.2 Lateral Stability for Glued Laminated Timber <\/td>\n<\/tr>\n
47<\/td>\n5.4.3 Deflection
5.4.4 Notches <\/td>\n<\/tr>\n
48<\/td>\n6 ROUND TIMBER POLES AND PILES <\/td>\n<\/tr>\n
49<\/td>\n6.1 General
6.1.1 Application
6.1.2 Specifications
6.1.3 Standard Sizes
6.1.4 Preservative Treatment
6.2 Design Values
6.2.1 Tabulated Value
6.2.2 Other Species or Grades
6.3 Adjustment of Design Values
6.3.1 Applicability of Adjustment Factors
6.3.2 Load Duration Factor <\/td>\n<\/tr>\n
51<\/td>\n6.3.3 Wet Service Factor
6.3.4 Temperature Factor
6.3.5 Untreated Factor
6.3.6 Beam Stability Factor
6.3.7 Size Factor
6.3.8 Form Factor
6.3.9 Column Stability Factor
6.3.10 Critical Section Factor
6.3.11 Bearing Area Factor
6.3.12 Single Pile Factor <\/td>\n<\/tr>\n
54<\/td>\n7 PREFABRICATED WOOD I- JOISTS <\/td>\n<\/tr>\n
55<\/td>\n7.1 General
7.1.1 Application
7.1.2 Definition
7.1.3 Identification
7.1.4 Service Conditions
7.2 Design Values
7.3 Adjustment of Design Values
7.3.1 General
7.3.2 Load Duration Factor
7.3.3 Wet Service Factor <\/td>\n<\/tr>\n
56<\/td>\n7.3.4 Temperature Factor
7.3.5 Beam Stability Factor
7.3.6 Repetitive Member Factor
7.3.7 Pressure-Preservative Treatment
7.4 Special Design Considerations
7.4.1 Bearing
7.4.2 Load Application
7.4.3 Web Holes
7.4.4 Notches
7.4.5 Deflection <\/td>\n<\/tr>\n
57<\/td>\n7.4.6 Vertical Load Transfer
7.4.7 Shear <\/td>\n<\/tr>\n
58<\/td>\n8 STRUCTURAL COMPOSITE LUMBER <\/td>\n<\/tr>\n
59<\/td>\n8.1 General
8.1.1 Application
8.1.2 Definitions
8.1.3 Identification
8.1.4 Service Conditions
8.2 Design Values
8.3 Adjustment of Design Values
8.3.1 General <\/td>\n<\/tr>\n
60<\/td>\n8.3.2 Load Duration Factor
8.3.3 Wet Service Factor
8.3.4 Temperature Factor
8.3.5 Beam Stability Factor
8.3.6 Volume Factor
8.3.7 Repetitive Member Factor <\/td>\n<\/tr>\n
61<\/td>\n8.3.8 Form Factor
8.3.9 Column Stability Factor
8.3.10 Bearing Area Factor
8.3.11 Pressure-Preservative Treatment
8.4 Special Design Considerations
8.4.1 Notches <\/td>\n<\/tr>\n
62<\/td>\n9 WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
63<\/td>\n9.1 General
9.1.1 Application
9.1.2 Identification
9.1.3 Definitions
9.1.4 Service Conditions
9.2 Design Values
9.2.1 Panel Stiffness and Strength
9.2.2 Strength and Elastic Properties
9.2.3 Design Thickness
9.2.4 Design Section Properties <\/td>\n<\/tr>\n
64<\/td>\n9.3 Adjustment of Design Values
9.3.1 General
9.3.2 Load Duration Factor
9.3.3 Wet Service Factor and Temperature Factor
9.3.4 Grade and Construction Factor and Panel Size Factor
9.4 Design Considerations
9.4.1 Flatwise Bending
9.4.2 Tension in the Plane of the Panel
9.4.3 Compression in the Plane of the Panel <\/td>\n<\/tr>\n
65<\/td>\n9.4.4 Planar (Rolling) Shear
9.4.5 Through-the-Thickness Shear
9.4.6 Bearing <\/td>\n<\/tr>\n
66<\/td>\n10 MECHANICAL CONNECTIONS <\/td>\n<\/tr>\n
67<\/td>\n10.1 General
10.1.1 Scope
10.1.2 Stresses in Members at Connections
10.1.3 Eccentric Connections
10.1.4 Mixed Fastener Connections
10.1.5 Connection Fabrication <\/td>\n<\/tr>\n
68<\/td>\n10.2 Design Values
10.2.1 Single Fastener Connections
10.2.2 Multiple Fastener Connections
10.2.3 Design of Metal Parts
10.2.4 Design of Concrete or Masonry Parts
10.3 Adjustment of Design Values
10.3.1 Applicability of Adjustment Factors
10.3.2 Load Duration Factor <\/td>\n<\/tr>\n
69<\/td>\n10.3.3 Wet Service Factor
10.3.4 Temperature Factor
10.3.5 Fire Retardant Treatment <\/td>\n<\/tr>\n
71<\/td>\n10.3.6 Group Action Factor <\/td>\n<\/tr>\n
76<\/td>\n11 DOWEL-TYPE FASTENERS <\/td>\n<\/tr>\n
77<\/td>\n11.1 General
11.1.1 Terminology
11.1.2 Bolts
11.1.3 Lag Screws
11.1.4 Wood Screws <\/td>\n<\/tr>\n
78<\/td>\n11.1.5 Nails and Spikes
11.1.6 Drift Bolts and Drift Pins
11.1.7 Other Dowel-Type Fasteners <\/td>\n<\/tr>\n
79<\/td>\n11.2 Withdrawal Design Values
11.2.1 Lag Screws <\/td>\n<\/tr>\n
80<\/td>\n11.2.2 Wood Screws
11.2.3 Nails and Spikes
11.2.4 Drift Bolts and Drift Pins <\/td>\n<\/tr>\n
82<\/td>\n11.3 Lateral Design Values
11.3.1 Yield Limit Equations <\/td>\n<\/tr>\n
83<\/td>\n11.3.2 Dowel Bearing Strength
11.3.3 Dowel Bearing Strength at an Angle to Grain
11.3.4 Dowel Bearing Length
11.3.5 Dowel Bending Yield Strength
11.3.6 Dowel Diameter <\/td>\n<\/tr>\n
86<\/td>\n11.3.7 Asymmetric Three Member Connections, Double Shear
11.3.8 Multiple Shear Connections
11.3.9 Load at an Angle to Fastener Axis
11.3.10 Drift Bolts and Drift Pins <\/td>\n<\/tr>\n
87<\/td>\n11.4 Combined Lateral and Withdrawal Loads
11.4.1 Lag Screws and Wood Screws
11.4.2 Nails and Spikes
11.5 Adjustment of Design Values
11.5.1 Geometry Factor <\/td>\n<\/tr>\n
89<\/td>\n11.5.2 End Grain Factor
11.5.3 Diaphragm Factor
11.5.4 Toe-Nail Factor <\/td>\n<\/tr>\n
90<\/td>\n11.6 Multiple Fasteners <\/td>\n<\/tr>\n
114<\/td>\n12 SPLIT RING AND SHEAR PLATE CONNECTORS <\/td>\n<\/tr>\n
115<\/td>\n12.1 General
12.1.1 Terminology
12.1.2 Quality of Split Ring and Shear Plate Connectors <\/td>\n<\/tr>\n
116<\/td>\n12.1.3 Fabrication and Assembly
12.2 Design Values
12.2.1 Tabulated Nominal Design Values
12.2.2 Thickness of Wood Members <\/td>\n<\/tr>\n
119<\/td>\n12.2.3 Penetration Depth Factor
12.2.4 Metal Side Plate Factor
12.2.5 Load at Angle to Grain <\/td>\n<\/tr>\n
120<\/td>\n12.2.6 Split Ring and Shear Plate Connectors in End Grain <\/td>\n<\/tr>\n
122<\/td>\n12.3 Placement of Split Ring and Shear Plate Connectors
12.3.1 Terminology
12.3.2 Geometry Factor
12.3.3 Edge Distance <\/td>\n<\/tr>\n
123<\/td>\n12.3.4 End Distance
12.3.5 Spacing
12.3.6 Split Ring and Shear Plate Connectors in End Grain
12.3.7 Multiple Split Ring or Shear Plate Connectors <\/td>\n<\/tr>\n
126<\/td>\n13 TIMBER RIVETS <\/td>\n<\/tr>\n
127<\/td>\n13.1 General
13.1.1 Quality of Rivets and Steel Side Plates
13.1.2 Fabrication and Assembly
13.2 Design Values
13.2.1 Parallel to Grain Loading <\/td>\n<\/tr>\n
128<\/td>\n13.2.2 Perpendicular to Grain Loading
13.2.3 Metal Side Plate Factor
13.2.4 Load at Angle to Grain
13.2.5 Timber Rivets in End Grain
13.2.6 Design of Metal Parts <\/td>\n<\/tr>\n
129<\/td>\n13.3 Placement of Timber Rivets
13.3.1 Spacing Between Rivets
13.3.2 End and Edge Distance <\/td>\n<\/tr>\n
138<\/td>\n14 SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
139<\/td>\n14.1 General
14.1.1 Application
14.1.2 Definitions
14.1.3 Framing Members
14.1.4 Fasteners
14.1.5 Sheathing
14.2 Design Principles
14.3 Shear Walls
14.3.1 Definitions
14.3.2 Shear Wall Anchorage
14.3.3 Shear Force <\/td>\n<\/tr>\n
140<\/td>\n14.3.4 Shear Resistance
14.3.5 Shear Wall Deflection
14.4 Diaphragms
14.4.1 Definitions
14.4.2 Shear Force
14.4.3 Shear Resistance
14.4.4 Diaphragm Deflection <\/td>\n<\/tr>\n
142<\/td>\n15 SPECIAL LOADING CONDITIONS <\/td>\n<\/tr>\n
143<\/td>\n15.1 Lateral Distribution of a Concentrated Load
15.1.1 Lateral Distribution of a Concentrated Load for Moment
15.1.2 Lateral Distribution of a Concentrated Load for Shear
15.2 Spaced Columns
15.2.1 General <\/td>\n<\/tr>\n
144<\/td>\n15.2.2 Spacer and End Block Provisions
15.2.3 Column Stability Factor <\/td>\n<\/tr>\n
145<\/td>\n15.3 Built-Up Columns
15.3.1 General
15.3.2 Column Stability Factor <\/td>\n<\/tr>\n
146<\/td>\n15.3.3 Nailed Built-up Columns <\/td>\n<\/tr>\n
147<\/td>\n15.3.4 Bolted Built-up Columns <\/td>\n<\/tr>\n
148<\/td>\n15.4 Wood Columns With Side Loads and Eccentricity
15.4.1 General Equations <\/td>\n<\/tr>\n
149<\/td>\n15.4.2 Columns With Side Brackets <\/td>\n<\/tr>\n
150<\/td>\n16 FIRE DESIGN OF WOOD MEMBERS <\/td>\n<\/tr>\n
151<\/td>\n16.1 General
16.2 Design Procedures for Exposed Wood Members
16.2.1 Char Rate
16.2.2 Member Strength <\/td>\n<\/tr>\n
152<\/td>\n16.2.3 Design of Members
16.2.4 Special Provisions for Glued Laminated Timber Beams
16.2.5 Provisions for Timber Decks
16.3 Wood Connections <\/td>\n<\/tr>\n
154<\/td>\nA APPENDIX <\/td>\n<\/tr>\n
155<\/td>\nAppendix A (Non-mandatory) Construction and Design Practices
A.1 Care of Material
A.2 Foundations
A.3 Structural Design
A.4 Drainage
A.5 Camber
A.6 Erection
A.7 Inspection
A.8 Maintenance
A.9 Wood Column Bracing <\/td>\n<\/tr>\n
156<\/td>\nA.10 Truss Bracing
A.11 Lateral Support of Arches, Compression Chords of Trusses and Studs <\/td>\n<\/tr>\n
157<\/td>\nAppendix B (Non-mandatory) Load Duration
B.1 Adjustment of Design Values for Load Duration
B.2 Combinations of Loads of Different Durations <\/td>\n<\/tr>\n
158<\/td>\nB.3 Mechanical Connections
B.4 Load Combination Reduction Factors <\/td>\n<\/tr>\n
159<\/td>\nAppendix C (Non-mandatory) Temperature Effects
C.1
C.2
C.3 <\/td>\n<\/tr>\n
160<\/td>\nAppendix D ( Non- mandatory) Lateral Stability of Beams
D.1
D.2
D.3
D.4
D.5 <\/td>\n<\/tr>\n
161<\/td>\nAppendix E (Non-mandatory) Local Stresses in Fastener Groups
E.1 General
E.2 Net Section Tension Capacity
E.3 Row Tear-Out Capacity <\/td>\n<\/tr>\n
162<\/td>\nE.4 Group Tear-Out Capacity
E.5 Effects of Fastener Placement
E.6 Sample Solution of Staggered Bolts <\/td>\n<\/tr>\n
163<\/td>\nE.7 Sample Solution of Row of Bolts <\/td>\n<\/tr>\n
164<\/td>\nE.8 Sample Solution of Row of Split Rings <\/td>\n<\/tr>\n
165<\/td>\nAppendix F (Non-mandatory) Design for Creep and Critical Deflection Applications
F.1 Creep
F.2. Variation in Modulus of Elasticity
F.3 Shear Deflection <\/td>\n<\/tr>\n
167<\/td>\nAppendix G (Non-mandatory) Effective Column Length
G.1
G.2
G.3
G.4 <\/td>\n<\/tr>\n
168<\/td>\nAppendix H (Non-mandatory) Lateral Stability of Columns
H.1
H.2
H.3
H.4
H.5
H.6 <\/td>\n<\/tr>\n
169<\/td>\nAppendix I (Non-mandatory) Yield Limit Equations for Connections
I.1 Yield Modes
I.2 Dowel Bearing Strength for Steel Members
I.3 Dowel Bearing Strength for Wood Members
I.4 Fastener Bending Yield Strength
I.5 Threaded Fasteners <\/td>\n<\/tr>\n
172<\/td>\nAppendix J (Non-mandatory) Solution of Hankinson Formula
J.1
J.2
J.3
J.4
J.5 <\/td>\n<\/tr>\n
175<\/td>\nAppendix K (Non-mandatory) Typical Dimensions for Split Ring and Shear Plate Connectors <\/td>\n<\/tr>\n
176<\/td>\nAppendix L Typical Dimensions
Typical Dimensions for Standard Hex Bolts <\/td>\n<\/tr>\n
177<\/td>\nTypical Dimensions for Standard Hex Lag Screws1 ( Cont.) <\/td>\n<\/tr>\n
178<\/td>\nTypical Dimensions for Standard Wood Screws1 ( Cont.) <\/td>\n<\/tr>\n
179<\/td>\nTypical Dimensions for Standard Common, Box and Sinker Nails1 ( Cont.) <\/td>\n<\/tr>\n
180<\/td>\nAppendix M (Non-mandatory) Manufacturing Tolerances for Rivets and Steel Side Plates for Timber Rivet Connections
Rivet Dimensions
Steel Side Plate Dimensions <\/td>\n<\/tr>\n
182<\/td>\nREFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

National Design Specification (NDS) for Wood Construction<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AWC<\/b><\/a><\/td>\n2001<\/td>\n185<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":208644,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2853],"product_tag":[],"class_list":{"0":"post-208642","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\/208642","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\/208644"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=208642"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=208642"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=208642"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}