{"id":215735,"date":"2024-10-19T13:59:15","date_gmt":"2024-10-19T13:59:15","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-59751996\/"},"modified":"2024-10-25T07:01:18","modified_gmt":"2024-10-25T07:01:18","slug":"bs-59751996","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-59751996\/","title":{"rendered":"BS 5975:1996"},"content":{"rendered":"

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
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
9<\/td>\nSection 1 General
1.1 Scope
1.2 References
1.2.1 Normative references
1.2.2 Informative references
1.3 Definitions
1.3.1 baseplate
1.3.2 bay length
1.3.3 blinding
1.3.4 brace
1.3.5 camber
1.3.6 coupler
1.3.7 erection drawing
1.3.8 factor of safety <\/td>\n<\/tr>\n
10<\/td>\n1.3.9 falsework
1.3.10 floor centre
1.3.11 fork head
1.3.12 formwork and forms
1.3.13 foot tie
1.3.14 frame
1.3.15 grade stress
1.3.16 guard rail
1.3.17 joint pin
1.3.18 joist
1.3.19 lacing
1.3.20 permissible stress
1.3.21 permit to load
1.3.22 prop
1.3.23 repropping
1.3.24 scaffold
1.3.25 sole plate (or\ufffdsill) <\/td>\n<\/tr>\n
11<\/td>\n1.3.26 spigot pin
1.3.27 standard
1.3.28 stiff length (of\ufffdthe\ufffdbearing)
1.3.29 strength class
1.3.30 strength ratio
1.3.31 strut
1.3.32 toe board
1.3.33 tower
1.3.34 wedge
1.4 Symbols <\/td>\n<\/tr>\n
14<\/td>\n1.5 Legislation <\/td>\n<\/tr>\n
15<\/td>\nSection 2 Procedures
2.1 General
2.1.1 Introduction
2.1.2 Variety of falsework
2.1.3 Procedure when more than one organization is involved
2.2 Formality of procedures
2.2.1 It is important to establish responsibility for, and the scope of, the work of all those or… <\/td>\n<\/tr>\n
16<\/td>\n2.2.2 The main items for which responsibility should be established are:
2.3 Design brief
2.4 Communication of requirements <\/td>\n<\/tr>\n
17<\/td>\n2.5 Coordination and supervision
2.5.1 General
2.5.2 Falsework coordinator <\/td>\n<\/tr>\n
18<\/td>\n2.6 Checking
2.7 Alterations
2.8 Loading the falsework
2.9 Dismantling <\/td>\n<\/tr>\n
19<\/td>\nSection 3 Materials and components
3.1 General considerations
3.1.1 Suitability of materials
3.1.2 Identification and properties
3.1.3 Handling of materials and components
3.2 Testing and inspection
3.2.1 Testing
3.2.2 Inspection
3.3 Steelwork (other than scaffold tube)
3.3.1 Quality of steel <\/td>\n<\/tr>\n
20<\/td>\n3.3.2 Identification of steel
3.3.3 Permissible stresses
3.3.4 Section properties
3.3.5 Fatigue
3.3.6 Welding and rectification of steelwork
3.4 Timber
3.4.1 Timber quality <\/td>\n<\/tr>\n
21<\/td>\nTable 1 \u2014 Basic stresses and moduli of elasticity for the wet condition
Table 2 \u2014 Equivalent strength classes for softwoods graded in accordance with BS\ufffd4978 <\/td>\n<\/tr>\n
22<\/td>\nTable 3 \u2014 Equivalent strength classes for North American softwoods graded in accordance with NLGA and NGRDL…
3.4.2 Modification factors <\/td>\n<\/tr>\n
23<\/td>\nTable 4 \u2014 Modification factor,
Table 5 \u2014 Modification factor,
Table 6 \u2014 Modification factor, <\/td>\n<\/tr>\n
24<\/td>\nTable 7 \u2014 Maximum depth\ufffdto\ufffdbreadth ratios
Table 8 \u2014 Permissible bending stress parallel to the grain for beams of different depths for\ufffdgeneral falsew… <\/td>\n<\/tr>\n
25<\/td>\nTable 9 \u2014 Permissible stresses and moduli of elasticity for general falsework applications
3.4.3 Timber that is not stress graded
Table 10 \u2014 Commercial grade timber suitable to produce mainly class SC3 timber
3.4.4 Grading reused timber <\/td>\n<\/tr>\n
26<\/td>\n3.5 Concrete and concrete components
3.5.1 Mix design
3.5.2 Blinding concrete
3.5.3 Spread footings
3.5.4 New structural members
3.5.5 Second\ufffdhand structural members <\/td>\n<\/tr>\n
27<\/td>\n3.5.6 Precast concrete
3.6 Brickwork and blockwork
3.6.1 Characteristic strength
3.6.2 Rate of building
3.6.3 Age of loading
3.6.4 Reinforced brickwork and blockwork
3.6.5 Salvaged bricks and blocks
3.7 Other materials
3.7.1 General
3.7.2 Permissible stresses <\/td>\n<\/tr>\n
28<\/td>\n3.7.3 Deterioration
3.8 Steel scaffold tubes, couplers and other fittings
3.8.1 Equipment in general use
3.8.2 Non\ufffdstandard scaffold tubes
3.8.3 Loads on struts
3.8.4 Straightening of scaffold tubes <\/td>\n<\/tr>\n
29<\/td>\n3.8.5 Corrosion and deterioration of steel scaffold tube and fittings
3.8.6 Scaffold fittings
3.8.7 Deterioration of scaffold couplers and fittings
3.9 Manufactured components for falsework
3.9.1 Types of manufactured components
3.9.2 Design and testing of manufactured components <\/td>\n<\/tr>\n
30<\/td>\n3.9.3 Information from the supplier
3.9.4 Factors of safety
3.9.5 Framed tower components for vertical load bearing
3.9.6 Adjustable steel props <\/td>\n<\/tr>\n
31<\/td>\nTable 11 \u2014 Adjustable steel prop heights
Figure 1 \u2014 Safe working loads for props <\/td>\n<\/tr>\n
32<\/td>\n3.9.7 Floor centres
3.9.8 Bridging girders
3.9.9 Military trestling systems <\/td>\n<\/tr>\n
33<\/td>\nSection 4 Loads applied to falsework
4.1 General
4.2 Weights of materials
4.3 Self\ufffdweights
4.4 Imposed loads
4.4.1 General <\/td>\n<\/tr>\n
34<\/td>\n4.4.2 Permanent works loading
4.4.3 Construction operations <\/td>\n<\/tr>\n
36<\/td>\nFigure 2 \u2014 Controlled heaping of concrete
4.5 Environmental loads
4.5.1 Wind loading <\/td>\n<\/tr>\n
37<\/td>\nFigure 3 \u2014 Basic wind speed, <\/td>\n<\/tr>\n
38<\/td>\nFigure 4 \u2014 Ground surface conditions and height above ground factor for wind, <\/td>\n<\/tr>\n
39<\/td>\nTable 12 \u2014 Values of wind speed factor, <\/td>\n<\/tr>\n
40<\/td>\nTable 13 \u2014 Dynamic wind pressure, <\/td>\n<\/tr>\n
41<\/td>\nTable 14 \u2014 Force coefficient, <\/td>\n<\/tr>\n
44<\/td>\nFigure 5 \u2014 Wind forces on soffit: wind blowing parallel to secondary beams
Figure 6 \u2014 Wind forces on soffit: wind blowing parallel to primary beams <\/td>\n<\/tr>\n
45<\/td>\nFigure 7 \u2014 Wind forces on edge formwork <\/td>\n<\/tr>\n
46<\/td>\nFigure 8 \u2014 Wind forces on combined beam and soffit formwork <\/td>\n<\/tr>\n
47<\/td>\nFigure 9 \u2014 Wind loading: combined formwork and falsework <\/td>\n<\/tr>\n
48<\/td>\n4.5.2 Water <\/td>\n<\/tr>\n
49<\/td>\n4.5.3 Snow
4.5.4 Ice <\/td>\n<\/tr>\n
50<\/td>\n4.5.5 Earth pressure <\/td>\n<\/tr>\n
53<\/td>\nSection 5 Foundations and ground conditions
5.1 General
5.1.1 Introduction
5.1.2 Slope and stability
5.1.3 Depth of foundations
5.2 Site investigation for falsework foundations <\/td>\n<\/tr>\n
54<\/td>\nTable 16 \u2014 Presumed allowable bearing pressure under vertical static loading <\/td>\n<\/tr>\n
55<\/td>\n5.3 Testing of soils
5.4 Allowable bearing pressures
5.5 Modification factors applied to presumed bearing pressures
5.5.1 Modification factor for reliability of site information
5.5.2 Settlements of the foundations underneath the falsework <\/td>\n<\/tr>\n
56<\/td>\nTable 17 \u2014 Field identification and description of soils <\/td>\n<\/tr>\n
57<\/td>\nTable 17 \u2014 Field identification and description of soils <\/td>\n<\/tr>\n
58<\/td>\n5.5.3 Ground water levels
Table 18 \u2014 Ground water level modification factor
5.6 Simple foundations on sands and gravels
5.7 Simple foundations on cohesive soils
5.8 Heavy vibrations <\/td>\n<\/tr>\n
59<\/td>\n5.9 Fill material
5.10 Piles
5.11 Protection of the foundation area <\/td>\n<\/tr>\n
61<\/td>\nSection 6 Design of falsework
6.1 General concepts
6.1.1 Introduction
6.1.2 Direction of falsework design
6.1.3 Checking the design
6.2 Design brief and basic approach
6.2.1 Design brief <\/td>\n<\/tr>\n
62<\/td>\n6.2.2 Basic approach <\/td>\n<\/tr>\n
64<\/td>\n6.3 Forces applied to falsework
6.3.1 General <\/td>\n<\/tr>\n
65<\/td>\n6.3.2 Combinations of forces <\/td>\n<\/tr>\n
66<\/td>\nFigure 10 \u2014 Typical force combinations <\/td>\n<\/tr>\n
67<\/td>\n6.4 Analysis of falsework structure
6.4.1 General
6.4.2 Behaviour of structure
6.4.3 Structural strength <\/td>\n<\/tr>\n
68<\/td>\n6.4.4 Lateral stability <\/td>\n<\/tr>\n
69<\/td>\nFigure 11 \u2014 Typical examples of stability of node points <\/td>\n<\/tr>\n
70<\/td>\nFigure 11 \u2014 Typical examples of stability of node points <\/td>\n<\/tr>\n
72<\/td>\nFigure 12 \u2014 Lateral restraint provided by friction <\/td>\n<\/tr>\n
73<\/td>\nTable 19 \u2014 Minimum value of coefficient of static friction,\ufffd
6.4.5 Overall stability <\/td>\n<\/tr>\n
74<\/td>\n6.5 Foundations to falsework
6.5.1 Purpose of foundations
6.5.2 Falsework supported on permanent works foundation
6.5.3 Falsework supported on permanent works above ground level <\/td>\n<\/tr>\n
75<\/td>\n6.5.4 Falsework supported on the ground
6.5.5 Falsework founded in watercourses <\/td>\n<\/tr>\n
76<\/td>\nFigure 13 \u2014 Base detail on slopes <\/td>\n<\/tr>\n
77<\/td>\n6.6 Additional considerations affecting certain design solutions
6.6.1 Clear span falsework systems
6.6.2 Independent towers in groups
6.6.3 Falsework (or\ufffdcentring) for arches <\/td>\n<\/tr>\n
78<\/td>\n6.6.4 Horizontal or raking falsework
6.6.5 Mobile falseworks
6.7 Design using scaffold tube and fittings
6.7.1 General <\/td>\n<\/tr>\n
79<\/td>\nFigure 14 \u2014 Maximum deviation of load path <\/td>\n<\/tr>\n
80<\/td>\nFigure 15 \u2014 Eccentricity of loading <\/td>\n<\/tr>\n
81<\/td>\n6.7.2 Effective lengths of scaffold tube struts <\/td>\n<\/tr>\n
82<\/td>\nFigure 16 \u2014 Effective lengths in tube and coupler scaffolding <\/td>\n<\/tr>\n
83<\/td>\nSection 7 Work on site
7.1 Introduction
7.2 Specific design instructions
7.3 General workmanship
7.3.1 Critical factors of workmanship
7.3.2 Accuracy of falsework <\/td>\n<\/tr>\n
84<\/td>\n7.3.3 Vertical movement <\/td>\n<\/tr>\n
85<\/td>\nFigure 17 \u2014 Points of measurement of tolerances for purposely fabricated steelwork <\/td>\n<\/tr>\n
86<\/td>\n7.3.4 Top arrangements
7.3.5 Wedging
7.3.6 Lacing and bracing
7.3.7 Importance of details
7.4 Checking falsework
7.4.1 When to check <\/td>\n<\/tr>\n
87<\/td>\n7.4.2 Items to be checked <\/td>\n<\/tr>\n
88<\/td>\n7.5 Application of loads to falsework <\/td>\n<\/tr>\n
89<\/td>\n7.6 Dismantling
7.6.1 General
7.6.2 Supports required after general dismantling
7.7 Maintenance, inspection and identification of materials <\/td>\n<\/tr>\n
91<\/td>\nSection 8 Standard solutions
8.1 Introduction
8.2 Procedure for the use of standard designs
8.3 Criteria assumed in preparing the standard solutions
8.3.1 Loadings
8.3.2 Factor of safety
8.3.3 Timber quality
8.3.4 Continuity
8.3.5 Plywood <\/td>\n<\/tr>\n
92<\/td>\n8.4 Limitations
8.4.1 Foundations
8.4.2 Support equipment <\/td>\n<\/tr>\n
93<\/td>\n8.4.3 Timber
8.4.4 Plywood
8.4.5 Construction
8.4.6 Stability <\/td>\n<\/tr>\n
94<\/td>\nFigure 18 \u2014 Basic arrangement of bracing to provide stability <\/td>\n<\/tr>\n
95<\/td>\n8.4.7 Concrete placing
8.4.8 Tolerances
8.5 Dimensional information
8.5.1 Support of slabs
8.5.2 Support of individual beams <\/td>\n<\/tr>\n
96<\/td>\nFigure 19 \u2014 Arrangement of members for construction of concrete slabs <\/td>\n<\/tr>\n
97<\/td>\nTable 20 \u2014 Dimensions for standard solutions for slab support arrangements <\/td>\n<\/tr>\n
98<\/td>\nFigure 20 \u2014 Arrangement of members for typical beam support <\/td>\n<\/tr>\n
99<\/td>\nTable 21 \u2014 Dimensions for standard solutions for beam support arrangements <\/td>\n<\/tr>\n
101<\/td>\nAnnex A (informative)
Permissible stresses and modulus of elasticity for steel grades generally used\ufffdin f…
A.1 Permissible stresses <\/td>\n<\/tr>\n
102<\/td>\nA.2 Young\u2019s modulus <\/td>\n<\/tr>\n
103<\/td>\nTable A.1 \u2014 Permissible axial compressive stress, <\/td>\n<\/tr>\n
104<\/td>\nAnnex B (informative)
Properties of components in tube and coupler falsework
B.1 Properties of steel scaffold tube complying with the requirements of BS\ufffd1139
Table B.1 \u2014 Section properties of steel scaffold <\/td>\n<\/tr>\n
105<\/td>\nB.2 Axial compressive stress
B.3 Safe working loads for scaffold fittings complying with the requirements of BS\ufffd1139 <\/td>\n<\/tr>\n
106<\/td>\nTable B.2 \u2014 Maximum permissible axial stresses and loads in steel scaffold tubes manufactured\ufffdin accordance w… <\/td>\n<\/tr>\n
107<\/td>\nTable B.3 \u2014 Maximum permissible axial stresses and loads in steel scaffold tubes manufactured\ufffdin accordance w… <\/td>\n<\/tr>\n
108<\/td>\nTable B.4 \u2014 Safe working loads for individual couplers and fittings <\/td>\n<\/tr>\n
109<\/td>\nAnnex C (informative)
Initial testing, quality control and inspection of falsework equipment
C.1 Introduction
C.2 Tests on falsework equipment
C.3 Prototype and initial testing
C.4 Quality control of manufacture <\/td>\n<\/tr>\n
110<\/td>\nAnnex D (informative)
Fatigue in Bailey Bridge sections <\/td>\n<\/tr>\n
112<\/td>\nAnnex E (informative)
Additional data on material properties
E.1 Concrete shrinkage and creep
E.2 Coefficient of linear expansion\/contraction <\/td>\n<\/tr>\n
113<\/td>\nE.3 Modulus of elasticity
Table E.1 \u2014 Modulus of elasticity for concrete
E.4 Density of reinforced concrete
If the quality of steel by volume exceeds 2\ufffd%\ufffd and the aggregates are of normal density, the dens…
Table E.2 \u2014 Density of reinforced concrete
If the relative density of any of the aggregates exceeds\ufffd2.75, the density of the concrete should…
The density of light\ufffdweight concretes should be determined from trial mixes. As a guide, the like…
Table E.3 \u2014 Density ranges for light\ufffdweight concretes
E.5 Masses and densities of materials
E.6 Masses of corrugated steel sheeting
E.7 Some unusual loads that frequently require consideration <\/td>\n<\/tr>\n
114<\/td>\nTable E.4 \u2014 Masses of scaffolding materials
Table E.5 \u2014 Masses and densities of men and materials
Table E.6 \u2014 Masses of corrugated steel sheeting <\/td>\n<\/tr>\n
115<\/td>\nAnnex F (informative)
Wave forces
F.1 Definitions
bore
clapotis
fetch
still water depth\ufffd
still water level
wave height
wave length
F.2 Symbols
F.3 General <\/td>\n<\/tr>\n
116<\/td>\nF.4 Non-breaking waves <\/td>\n<\/tr>\n
117<\/td>\nFigure F.1 \u2014 Non-breaking waves: section diagram
Annex G (informative)
Site investigations for foundations for falseworks
G.1 Introduction
G.2 General
G.3 Preliminary appraisal <\/td>\n<\/tr>\n
118<\/td>\nG.4 Depths for investigation and sampling
G.5 Laboratory tests
G.6 Final report and recommendations <\/td>\n<\/tr>\n
119<\/td>\nAnnex H (informative)
Examples of design brief contents
H.1 Design brief for a motorway bridge
H.2 Design brief for a suspended floor in a building <\/td>\n<\/tr>\n
120<\/td>\nAnnex J (informative)
Forces from concrete on sloping soffits
J.1 General
J.2 Forces associated with a level upper surface and a sloping base <\/td>\n<\/tr>\n
121<\/td>\nFigure J.1 \u2014 Distribution of forces on sloping soffits
J.3 Forces when the top and base of concrete are sloping, but there is no top formwork
J.4 Forces when the top and base of the concrete are sloping and top formwork is in use
J.5 Arches <\/td>\n<\/tr>\n
122<\/td>\nAnnex K (informative)
Design of steel beams at points of reaction or concentrated load
K.1 General
K.2 Beams without bearing stiffeners <\/td>\n<\/tr>\n
124<\/td>\nTable K.1 \u2014 Effective lengths and slenderness ratios of an unstiffened web acting as a column <\/td>\n<\/tr>\n
125<\/td>\nFigure K.1 \u2014 Stress dispersion: buckling <\/td>\n<\/tr>\n
126<\/td>\nFigure K.2 \u2014 Stress dispersion: bearing <\/td>\n<\/tr>\n
127<\/td>\nFigure K.2 \u2014 Stress dispersion: bearing <\/td>\n<\/tr>\n
128<\/td>\nK.3 Design of bearing stiffeners
Load\ufffdbearing stiffeners should, wherever possible, be symmetrical about the web. Where the concen…
The effective length of the equivalent strut,
The outstanding legs of each pair of load\ufffdbearing stiffeners should be so proportioned that the p…
Load\ufffdbearing stiffeners should be fitted to provide a tight and uniform bearing upon the flange t…
Where the load or reaction can act eccentrically only to the web, or where the centroid of the st…
K.4 Hollow sections
Table K.2 \u2014 Effective lengths of load-bearings
Annex L (informative)
Effective lengths of steel members in compression
L.1 General
L.2 Effective length for axial compression <\/td>\n<\/tr>\n
129<\/td>\nFigure L.2 \u2014 Positional restraint of steel members in axial compression <\/td>\n<\/tr>\n
130<\/td>\nTable L.1 \u2014 Effective lengths of struts <\/td>\n<\/tr>\n
131<\/td>\nL.3 Effective length for simply supported or continuous beams
Beams with intermediate lateral restraints
Beams without intermediate lateral restraints
L.4 Effective length for cantilever beams
Cantilevers with intermediate restraints
Table L.2 \u2014 Effective lengths for beams without intermediate lateral restraint
Cantilevers without intermediate restraints
L.5 Effective torsional end restraint <\/td>\n<\/tr>\n
132<\/td>\nL.6 Effective lateral restraint
General
Girder restraint bracing design
Girder restraint from external points <\/td>\n<\/tr>\n
133<\/td>\nTable L.3 \u2014 Effective length for cantilever beams without intermediate lateral restraint <\/td>\n<\/tr>\n
134<\/td>\nFigure L.2 \u2014 Girder restraint (1)
Figure L.3 \u2014 Girder restraint (2) <\/td>\n<\/tr>\n
135<\/td>\nAnnex M (informative)
Selection of propping and repropping procedures for multi-storey buildings
M.1 General
M.2 Procedures <\/td>\n<\/tr>\n
136<\/td>\nM.3 Examples <\/td>\n<\/tr>\n
137<\/td>\nTable M.1 \u2014 Two Lifts of popping with repropping <\/td>\n<\/tr>\n
138<\/td>\nTable M.2 \u2014 Two Lifts of popping with repropping <\/td>\n<\/tr>\n
139<\/td>\nTable M.3 \u2014 Two Lifts of popping with repropping <\/td>\n<\/tr>\n
140<\/td>\nTable M.3 \u2014 Two Lifts of popping with repropping <\/td>\n<\/tr>\n
141<\/td>\nAnnex N (informative)
Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Code of practice for falsework<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2004<\/td>\n150<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":215739,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-215735","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","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\/215735","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\/215739"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=215735"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=215735"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=215735"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}