{"id":217035,"date":"2024-10-19T14:04:36","date_gmt":"2024-10-19T14:04:36","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-5268-21996\/"},"modified":"2024-10-25T07:10:08","modified_gmt":"2024-10-25T07:10:08","slug":"bs-5268-21996","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-5268-21996\/","title":{"rendered":"BS 5268-2:1996"},"content":{"rendered":"

Provides guidance on the structural use of timber, glued laminated timber and wood based panels. Includes quality grade stresses, modification factors, joint design, testing procedures, workmanship, inspection and maintenance.<\/p>\n

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\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nBRITISH STANDARD <\/td>\n<\/tr>\n
2<\/td>\nCommittees responsible for this British\ufffdStandard <\/td>\n<\/tr>\n
3<\/td>\nContents <\/td>\n<\/tr>\n
13<\/td>\nGeneral
Scope
References
Definitions
British grown timber
connector
connector axis
end joint efficiency
glued laminated member <\/td>\n<\/tr>\n
14<\/td>\ngrade stress
horizontally glued laminated member
load-sharing system
member
permissible stress
principal member
steel dowel
strength class
structural unit
target size
vertically glued laminated member <\/td>\n<\/tr>\n
15<\/td>\nSymbols <\/td>\n<\/tr>\n
16<\/td>\nMaterials <\/td>\n<\/tr>\n
17<\/td>\nDesign considerations
General
Loading
Accidental damage (including exceptional snow drift loads) <\/td>\n<\/tr>\n
18<\/td>\nService classes
Moisture content <\/td>\n<\/tr>\n
19<\/td>\nDuration of loading
Section size
Load-sharing systems
Effective cross-section
Structural members
Structural frameworks <\/td>\n<\/tr>\n
20<\/td>\nFloor and roof boarding <\/td>\n<\/tr>\n
21<\/td>\nTimber
General
Timber specification
Species
Dimensions and geometrical properties <\/td>\n<\/tr>\n
22<\/td>\nGrades <\/td>\n<\/tr>\n
23<\/td>\nGrade stresses for strength classes and individual species
General
Service class 3 (wet exposure) stresses <\/td>\n<\/tr>\n
24<\/td>\nSoftwood combinations of species and visual grade which satisfy the requirements for various stre… <\/td>\n<\/tr>\n
25<\/td>\nNorth American softwood species\/grade combinations which satisfy the requirements for various str… <\/td>\n<\/tr>\n
26<\/td>\nNorth American softwood\/grade combinations which satisfy the requirements for various strength cl… <\/td>\n<\/tr>\n
27<\/td>\nNorth American softwood species\/grade combinations
Tropical hardwoods which satisfy the requirements for strength classes given in BS\ufffdEN 338 when gr…
Temperate hardwoods which satisfy the requirements for strength classes graded to BS\ufffd5756 <\/td>\n<\/tr>\n
28<\/td>\nGrade stresses and moduli of elasticity for various strength classes: for service classes\ufffd1 and\ufffd2 <\/td>\n<\/tr>\n
29<\/td>\nGrade stresses for softwoods graded in accordance with BS 4978: for service classes\ufffd1 and\ufffd2 <\/td>\n<\/tr>\n
30<\/td>\nGrade stresses for Canadian softwoods graded in accordance with NLGA rules: for service classes\ufffd1… <\/td>\n<\/tr>\n
31<\/td>\nGrade stresses for Canadian softwoods graded in accordance with NLGA rules: for service classes\ufffd1… <\/td>\n<\/tr>\n
32<\/td>\nGrade stresses for USA softwoods graded in accordance with NGRDL rules: for service classes 1 and 2 <\/td>\n<\/tr>\n
33<\/td>\nGrade stresses for USA softwoods graded in accordance with NGRDL rules: for service classes 1 and 2 <\/td>\n<\/tr>\n
34<\/td>\nGrade stresses for North American softwoods graded in accordance with North American MSR rules:\ufffdf… <\/td>\n<\/tr>\n
35<\/td>\nGrade stresses for North American softwoods graded in accordance with North American MSR rules: f… <\/td>\n<\/tr>\n
36<\/td>\nGrade stresses for tropical hardwoods graded in accordance with BS\ufffd5756 rules: for service classe…
Grade stresses for temperate hardwoods graded in accordance with BS\ufffd5756 rules: for services clas… <\/td>\n<\/tr>\n
37<\/td>\nModification factor
Additional properties
Duration of loading
Modification factor <\/td>\n<\/tr>\n
38<\/td>\nLoad-sharing systems
Flexural members
General
Length and position of bearing
Position of end bearing <\/td>\n<\/tr>\n
39<\/td>\nModification factor
Effective span
Shear at notched ends <\/td>\n<\/tr>\n
40<\/td>\nNotched beams
Form factor
Depth factor <\/td>\n<\/tr>\n
41<\/td>\nDeflection and stiffness
Lateral support
Maximum depth to breadth ratios <\/td>\n<\/tr>\n
42<\/td>\nNotched beams
Built-up beams
Trimmer joists and lintels <\/td>\n<\/tr>\n
43<\/td>\nCompression members
General
Size factors
Effective length
Effective length of compression members
Slenderness ratio <\/td>\n<\/tr>\n
44<\/td>\nMembers subject to axial compression (without bending)
Members subject to axial compression and bending <\/td>\n<\/tr>\n
46<\/td>\nNotching and drilling
Spaced columns
Packs for spaced columns <\/td>\n<\/tr>\n
47<\/td>\nPermissible stresses for spaced columns
Modification factor <\/td>\n<\/tr>\n
48<\/td>\nCompression members in triangulated frameworks
Tension members
General
Width factor <\/td>\n<\/tr>\n
49<\/td>\nMembers subject to axial tension and bending <\/td>\n<\/tr>\n
51<\/td>\nGlued laminated timber
General
Grade stresses for horizontally glued laminated members
Grade stresses for vertically glued laminated beams <\/td>\n<\/tr>\n
52<\/td>\nGlued end joints in glued laminated timber
Modification factors <\/td>\n<\/tr>\n
53<\/td>\nModification factors
Modification factors
Glued laminated flexural members
General
Camber
Curved glued laminated beams <\/td>\n<\/tr>\n
54<\/td>\nPitched cambered softwood beams <\/td>\n<\/tr>\n
56<\/td>\nValues of constants for determining radial stresses in pitched cambered softwood\ufffdbeams
Glued laminated compression members <\/td>\n<\/tr>\n
57<\/td>\nGlued laminated tension members
Pitched cambered beam <\/td>\n<\/tr>\n
59<\/td>\nPlywood
General
Durability <\/td>\n<\/tr>\n
60<\/td>\nDimensions and section properties
Section properties of American construction and industrial plywood: sanded <\/td>\n<\/tr>\n
61<\/td>\nSection properties of Canadian Douglas fir and softwood plywood: unsanded
Section properties of Finnish birch plywood: sanded <\/td>\n<\/tr>\n
62<\/td>\nSection properties of Finnish birch-faced plywood: sanded
Section properties of Finnish conifer plywood: sanded <\/td>\n<\/tr>\n
63<\/td>\nSection properties of Swedish softwood plywood: unsanded
Section properties of Swedish softwood plywood: sanded <\/td>\n<\/tr>\n
64<\/td>\nGrades <\/td>\n<\/tr>\n
65<\/td>\nGrade stresses and moduli
Flexural members <\/td>\n<\/tr>\n
67<\/td>\nGrade stresses and moduli for service classes\ufffd1 and\ufffd2 for American plywood: C-D grade Exposure 1 <\/td>\n<\/tr>\n
68<\/td>\nGrade stresses and moduli for service classes\ufffd1 and\ufffd2 for American plywood: C-D grade Exposure 1 <\/td>\n<\/tr>\n
69<\/td>\nGrade stresses and moduli for service classes 1 and 2 for American plywood: C-C. Exterior. Group … <\/td>\n<\/tr>\n
70<\/td>\nGrade stresses and moduli for service classes 1 and 2 for American plywood: A-C and B-C. Exterior… <\/td>\n<\/tr>\n
71<\/td>\nGrade stresses and moduli for service classes 1 and 2 for American plywood. Underlayment Exposure… <\/td>\n<\/tr>\n
72<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Canadian softwood plywood: select tight… <\/td>\n<\/tr>\n
73<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Canadian softwood plywood: select tight… <\/td>\n<\/tr>\n
74<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Canadian Douglas fir plywood: select ti… <\/td>\n<\/tr>\n
75<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Canadian Douglas fir plywood: select ti… <\/td>\n<\/tr>\n
76<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Finnish birch plywood\ufffd1.4\ufffdmm veneer. Sa… <\/td>\n<\/tr>\n
77<\/td>\nGrade stresses and moduli for service classes\ufffd1 and\ufffd2 for Finnish conifer plywood\ufffd1.4\ufffdmm veneer. … <\/td>\n<\/tr>\n
78<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Finnish conifer plywood: thick veneer. … <\/td>\n<\/tr>\n
79<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Finnish combi plywood\ufffd1.4\ufffdmm veneer. Sa… <\/td>\n<\/tr>\n
80<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Finnish combi plywood: thick veneer. Sa… <\/td>\n<\/tr>\n
81<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Finnish mirror plywood\ufffd1.4 mm veneer. S… <\/td>\n<\/tr>\n
82<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Finnish twin plywood 1.4\ufffdmm veneer. Sanded <\/td>\n<\/tr>\n
83<\/td>\nGrade stresses and moduli for service classes 1 and 2 for Swedish softwood plywood: P 30. Spruce…. <\/td>\n<\/tr>\n
85<\/td>\nTempered hardboard
General
Durability
Dimensions and section properties
Grades
Grade stresses <\/td>\n<\/tr>\n
86<\/td>\nDuration of loading <\/td>\n<\/tr>\n
87<\/td>\nFlexural members <\/td>\n<\/tr>\n
89<\/td>\nJoints
General <\/td>\n<\/tr>\n
90<\/td>\nShear stress in the jointed timber
Joint slip
Anti-corrosion treatment
Nailed joints
General <\/td>\n<\/tr>\n
91<\/td>\nEffective cross-section
Nail spacing
Timber-to-timber joints <\/td>\n<\/tr>\n
92<\/td>\nFastener slip moduli
Minimum nail spacings <\/td>\n<\/tr>\n
93<\/td>\nBasic single shear lateral loads for round wire nails in a timber-to-timber joint
Basic withdrawal loads per millimetre of pointside penetration for smooth round wire nails driven… <\/td>\n<\/tr>\n
94<\/td>\nSteel plate-to-timber joints
Plywood-to-timber joints
Tempered hardboard-to-timber joints <\/td>\n<\/tr>\n
95<\/td>\nParticleboard-to-timber joints
Basic single shear lateral loads for round wire nails in a plywood-to-timber joint <\/td>\n<\/tr>\n
97<\/td>\nBasic single shear lateral loads for round wire nails in a tempered hardboard\ufffdto\ufffdtimber joint <\/td>\n<\/tr>\n
98<\/td>\nBasic single shear lateral loads for round wire nails in a particleboard\ufffdto\ufffdtimber joint <\/td>\n<\/tr>\n
99<\/td>\nPermissible load for a joint
Screwed joints
General <\/td>\n<\/tr>\n
100<\/td>\nEffective cross-section
Screw spacing
Timber-to-timber joints
Steel plate-to-timber joints <\/td>\n<\/tr>\n
101<\/td>\nPlywood-to-timber joints
Basic withdrawal loads per millimetre of pointside penetration for screws turned\ufffdat\ufffdright angles … <\/td>\n<\/tr>\n
102<\/td>\nBasic single shear lateral loads for screws inserted into pre-drilled holes in a plywood-to-timbe… <\/td>\n<\/tr>\n
103<\/td>\nBasic single shear lateral loads for screws inserted into pre-drilled holes in a plywood-to-timbe… <\/td>\n<\/tr>\n
104<\/td>\nBasic single shear lateral loads for screws inserted into pre-drilled holes in a plywood-to-timbe… <\/td>\n<\/tr>\n
105<\/td>\nPermissible load for a joint
Bolted and dowelled joints
General
Effective cross-section
Bolt spacing <\/td>\n<\/tr>\n
106<\/td>\nTimber-to-timber joints
Steel plate-to-timber joints <\/td>\n<\/tr>\n
107<\/td>\nPermissible load for a joint
Steel dowel joints <\/td>\n<\/tr>\n
109<\/td>\nBasic single shear loads for one\ufffd4.6 grade steel bolt or dowel in a two-member timber-to-timber j… <\/td>\n<\/tr>\n
110<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a two-member timber-to-timber j… <\/td>\n<\/tr>\n
111<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a two-member timber-to-timber j… <\/td>\n<\/tr>\n
112<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a two-member timber-to-timber j… <\/td>\n<\/tr>\n
113<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a two-member timber-to-timber j… <\/td>\n<\/tr>\n
114<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a three-member timber-to-timber… <\/td>\n<\/tr>\n
115<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a three-member timber-to-timber… <\/td>\n<\/tr>\n
116<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a three-member timber-to-timber… <\/td>\n<\/tr>\n
117<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a three-member timber-to-timber… <\/td>\n<\/tr>\n
118<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a three-member timber-to-timber… <\/td>\n<\/tr>\n
119<\/td>\nBasic single shear loads for one 4.6 grade steel bolt or dowel in a three-member timber-to-timber… <\/td>\n<\/tr>\n
120<\/td>\nMinimum bolt spacings
Toothed-plate connector joints
General
Effective cross-section
Connector spacing <\/td>\n<\/tr>\n
122<\/td>\nEnd distances for toothed-plate connectors
Edge distances for toothed-plate connectors <\/td>\n<\/tr>\n
123<\/td>\nSpacing modification factor, <\/td>\n<\/tr>\n
124<\/td>\nSpacing modification factor, <\/td>\n<\/tr>\n
125<\/td>\nConnector end and edge distances <\/td>\n<\/tr>\n
126<\/td>\nTimber-to-timber joints
Steel plate-to-timber joints <\/td>\n<\/tr>\n
127<\/td>\nPermissible load for a joint <\/td>\n<\/tr>\n
128<\/td>\nBasic loads for one toothed-plate connector unit <\/td>\n<\/tr>\n
129<\/td>\nBasic loads for one toothed-plate connector unit <\/td>\n<\/tr>\n
130<\/td>\nBasic loads for one toothed-plate connector unit <\/td>\n<\/tr>\n
131<\/td>\nUnloaded end distance modification factor, <\/td>\n<\/tr>\n
132<\/td>\nLoaded end distance modification factor, <\/td>\n<\/tr>\n
133<\/td>\nSplit-ring connector joints
General
Effective cross-section <\/td>\n<\/tr>\n
134<\/td>\nConnector spacing
Timber-to-timber joints
End distances for split-ring and shear-plate connectors
Edge distances for split-ring and shear-plate connectors <\/td>\n<\/tr>\n
135<\/td>\nSpacing modification factor, <\/td>\n<\/tr>\n
136<\/td>\nSpacing modification factor, <\/td>\n<\/tr>\n
137<\/td>\nBasic loads for one split-ring connector unit <\/td>\n<\/tr>\n
138<\/td>\nPermissible load for a joint <\/td>\n<\/tr>\n
139<\/td>\nEnd distance modification factor, <\/td>\n<\/tr>\n
140<\/td>\nLoaded edge distance modification factor, <\/td>\n<\/tr>\n
141<\/td>\nShear-plate connector joints
General <\/td>\n<\/tr>\n
142<\/td>\nDimensions of circular recesses for shear-plate connector units conforming to\ufffdBS\ufffd1579 <\/td>\n<\/tr>\n
143<\/td>\nEffective cross-section
Connector spacing
Timber-to-timber joints
Steel plate-to-timber joints <\/td>\n<\/tr>\n
145<\/td>\nPermissible load for a joint <\/td>\n<\/tr>\n
146<\/td>\nLimiting values for permissible loads on one shear-plate connector unit
Glued joints
Laterally loaded joints <\/td>\n<\/tr>\n
147<\/td>\nFinger joints <\/td>\n<\/tr>\n
149<\/td>\nCharacteristic bending strengths
Minimum finger joint efficiencies required <\/td>\n<\/tr>\n
151<\/td>\nWorkmanship, inspection and maintenance
General
Moisture content
General
Measurement of moisture content
Machining and preparation
General
Surfaces
Treatment of cut surfaces
Marking <\/td>\n<\/tr>\n
152<\/td>\nJoints
General
Mechanical joints
Connectored joints
Glued joints
Transportation, storage and handling
Protection of unfixed materials and components
Site storage
Handling <\/td>\n<\/tr>\n
153<\/td>\nProtection of installed materials and components
Assembly and erection
Treatments
Preservative treatments
Flame-retardant treatments
Decorative treatments
Anti-corrosive treatments
Inspection
Maintenance <\/td>\n<\/tr>\n
155<\/td>\nTesting
General
Testing authority
Information required
Quality and manufacture of test structure
Method of testing
General <\/td>\n<\/tr>\n
156<\/td>\nPre-load
Deflection test
Strength test for timber and\/or plywood structures <\/td>\n<\/tr>\n
157<\/td>\nStrength test for partly or wholly tempered hardboard structures
Strength test for partly or wholly particleboard structures <\/td>\n<\/tr>\n
158<\/td>\nAcceptance
Deflection of timber and\/or plywood structures
Strength of timber and\/or plywood structures <\/td>\n<\/tr>\n
159<\/td>\nDeflection of partly or wholly tempered hardboard structures
Modification factor
Strength of partly or wholly tempered hardboard structures <\/td>\n<\/tr>\n
160<\/td>\nDeflection of partly or wholly particleboard structures
Strength of partly or wholly particleboard structures
Test report
Use of tested structures <\/td>\n<\/tr>\n
163<\/td>\nWood particleboard
General
Durability
Dimensions and section properties
Grades and marking
Grade stresses <\/td>\n<\/tr>\n
164<\/td>\nSection properties of sanded particleboard
Duration of loading
Flexural members <\/td>\n<\/tr>\n
165<\/td>\nConcentrated load capacity of type C5 wood particleboard <\/td>\n<\/tr>\n
166<\/td>\nModification factor
Modification factors <\/td>\n<\/tr>\n
167<\/td>\n(normative) Structural timbers
(normative) Structural timbers
Names and densities of some structural softwoods <\/td>\n<\/tr>\n
168<\/td>\nNames and densities of some structural softwoods <\/td>\n<\/tr>\n
169<\/td>\nNames and densities of some structural hardwoods <\/td>\n<\/tr>\n
170<\/td>\n(normative) Modification factor for compression members
(normative) Modification factor for compression members <\/td>\n<\/tr>\n
171<\/td>\n(normative) Efficiency ratings of glued end joints in softwoods
(normative) Efficiency ratings of glued end joints in softwoods
(informative) Species of timber used in the manufacture of plywood
(informative) Species of timber used in the manufacture of plywood
American plywood
Canadian plywood
Finnish plywood <\/td>\n<\/tr>\n
172<\/td>\nSwedish plywood
Species used in American C-D and\ufffdC-C plywood <\/td>\n<\/tr>\n
173<\/td>\nSpecies used in Canadian plywood
Species used in Finnish plywood <\/td>\n<\/tr>\n
174<\/td>\n(informative) Grade marks for plywood
(informative) Grade marks for plywood
American construction and industrial plywoods
Canadian Douglas fir and softwood plywoods <\/td>\n<\/tr>\n
175<\/td>\nFinnish birch, birch-faced and conifer plywoods <\/td>\n<\/tr>\n
176<\/td>\nSwedish softwood plywood
(informative) Modulus of elasticity and shear modulus for tempered hardboard
(informative) Modulus of elasticity and shear modulus for tempered hardboard
(informative) Derivation of the basic lateral load-carrying capacities referred to in Section 6
(informative) Derivation of the basic lateral load-carrying capacities referred to in Section 6
General <\/td>\n<\/tr>\n
177<\/td>\nNailed and screwed joints <\/td>\n<\/tr>\n
178<\/td>\nDiagram indicating the dimensions
Characteristic density of timber at\ufffd12\ufffd% moisture content
Characteristic density of plywood at\ufffd12\ufffd% moisture content <\/td>\n<\/tr>\n
179<\/td>\nBolted and dowelled joints <\/td>\n<\/tr>\n
180<\/td>\nBolted\/dowelled joints
Connectored joints <\/td>\n<\/tr>\n
181<\/td>\n(normative) Moisture content determination by oven dry method
(normative) Moisture content determination by oven dry method
(informative) Modulus of elasticity and shear modulus for particleboard
(informative) Modulus of elasticity and shear modulus for particleboard <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Structural use of timber – Code of practice for permissible stress design, materials and workmanship<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n1996<\/td>\n186<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":217039,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1247,2641],"product_tag":[],"class_list":{"0":"post-217035","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-080-20","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/217035","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\/217039"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=217035"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=217035"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=217035"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}