{"id":216373,"date":"2024-10-19T14:02:02","date_gmt":"2024-10-19T14:02:02","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-59752019\/"},"modified":"2024-10-25T07:05:39","modified_gmt":"2024-10-25T07:05:39","slug":"bs-59752019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-59752019\/","title":{"rendered":"BS 5975:2019"},"content":{"rendered":"

This British Standard gives recommendations and guidance on the procedural controls to be applied to all aspects of temporary works in the construction industry. It also includes guidance on design, specification, construction, use and dismantling of falsework. This standard gives guidance on permissible stress design of all falsework. The guidance also applies to the design of class A falsework1<\/sup> defined in BS EN 12812, the design of which is specifically excluded from BS EN 12812.<\/p>\n

Section 1 gives recommendations in relation to training and education.<\/p>\n

Section 2 gives recommendations for procedures to ensure that temporary works are conceived, designed, specified, constructed, used and dismantled all in a safe and controlled manner suitable for all construction projects. These procedures include clauses relating to all roles involved in temporary works: clients, permanent works designers, temporary works designers, contractors (including construction management organizations), suppliers and manufacturers.<\/p>\n

Construction sites and methods adopted for controlling the temporary works vary. This British Standard recognizes that the extent of control measures required are greater on the larger or more complex projects, as can be encountered on major infrastructure projects, power stations, airports etc. Generally procedures are to be in accordance with this standard but additional client specific procedures might be required on major infrastructure projects.<\/p>\n

Section 3 covers the design of temporary works and in particular the design of falsework and relevant formwork. In addition Section 3 covers: materials including material factors; loads and load factors; design of falsework, including both proprietary equipment and traditional scaffolding solutions; wind loading (reference to temporary and permanent stability) and reference to other British Standards for the design of structural steelwork, reinforced concrete and excavation support. Although Section 3 was written for permissible stress design, the design concepts and the service loads stated are applicable to limit state design. The loads, including wind loads, are the unfactored service loads and conform to both BS EN 1991\u20111\u20114 and BS EN 12812.<\/p>\n

The structural design element in this British Standard is additional information necessary for the structural design of falsework. It can be used in conjunction with existing structural standards.<\/p>\n

BS EN 12812 states that design class A is only to be adopted where:<\/p>\n

 a) slabs have a cross-sectional area not exceeding 0.3 m2<\/sup> per metre width of slab;<\/p>\n

 b) beams have a cross-sectional area not exceeding 0.5 m2<\/sup>;<\/p>\n

 c) the clear span of beams and slabs does not exceed 6.0 m;<\/p>\n

 d) the height to the underside of the permanent structure does not exceed 3.5 m.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
9<\/td>\nForeword <\/td>\n<\/tr>\n
11<\/td>\nIntroduction <\/td>\n<\/tr>\n
12<\/td>\nSection 1: General
1 Scope
2 Normative references <\/td>\n<\/tr>\n
14<\/td>\n3 Terms and definitions <\/td>\n<\/tr>\n
19<\/td>\n4 Abbreviations and symbols <\/td>\n<\/tr>\n
23<\/td>\n5 Overview of temporary works procedures and training
5.1 Overview of procedures <\/td>\n<\/tr>\n
27<\/td>\nFigure 1 \u2014 Typical contractual interfaces between parties on a project <\/td>\n<\/tr>\n
29<\/td>\nFigure 2 \u2014 Lines of responsibilities where a single contractor or a principal contractor (PC) is co-ordinating the temporary works <\/td>\n<\/tr>\n
31<\/td>\nFigure 3 \u2014 Lines of responsibility where either a principal contractor’s (PC) appointed sub-contractor or a client’s contractor co-ordinate their own temporary works <\/td>\n<\/tr>\n
32<\/td>\nFigure 4 \u2014 Schematic representation of relationships between principal contractor and contractor (client appointed or sub-contractor) including PC\u2019s TWC and contractor\u2019s TWC <\/td>\n<\/tr>\n
33<\/td>\n5.2 Training <\/td>\n<\/tr>\n
35<\/td>\nSection 2: Procedural control of temporary works
6 Procedures
6.1 Introduction to procedural control <\/td>\n<\/tr>\n
38<\/td>\nTable 1 \u2014 Implementation risk classes for temporary works and examples of mitigation measures <\/td>\n<\/tr>\n
39<\/td>\n6.2 Temporary works register <\/td>\n<\/tr>\n
40<\/td>\n7 Clients\u2019 procedures
7.1 General (Commercial\/public clients) <\/td>\n<\/tr>\n
41<\/td>\n7.2 Clients appointing contractors other than PCs
7.3 Client’s DI <\/td>\n<\/tr>\n
42<\/td>\n7.4 Domestic clients <\/td>\n<\/tr>\n
43<\/td>\n8 Designers\u2019 procedures
8.1 General <\/td>\n<\/tr>\n
44<\/td>\n8.2 Designers’ DI
8.3 Permanent works designers <\/td>\n<\/tr>\n
45<\/td>\n8.4 Temporary works designers
8.5 Principal designers <\/td>\n<\/tr>\n
46<\/td>\n9 Contractors\u2019 procedures
9.1 Organizational interfaces <\/td>\n<\/tr>\n
47<\/td>\n9.2 Contractors’ DI <\/td>\n<\/tr>\n
48<\/td>\n9.3 Responsibilities <\/td>\n<\/tr>\n
50<\/td>\n9.4 Principal contractor <\/td>\n<\/tr>\n
51<\/td>\n9.5 Contractors other than PC <\/td>\n<\/tr>\n
52<\/td>\n9.6 Third-party employed contractor
10 Supplier\/manufacturer procedures
10.1 Suppliers of temporary works equipment
10.2 Suppliers\u2019 DI <\/td>\n<\/tr>\n
53<\/td>\n10.3 Suppliers\u2019 procedures
10.4 Verification of design information
10.5 Provision of information
10.6 Provision of design data <\/td>\n<\/tr>\n
54<\/td>\n10.7 Provision of information for the safe use of equipment
10.8 Standard solutions
11 Temporary works co-ordinator
11.1 General
11.2 The PC’s TWC <\/td>\n<\/tr>\n
57<\/td>\n11.3 The TWC (other than the PC’s TWC) <\/td>\n<\/tr>\n
60<\/td>\n12 Temporary works supervisor
12.1 General
12.2 Role of the TWS <\/td>\n<\/tr>\n
61<\/td>\n12.3 Duties of the TWS
13 Design of temporary works
13.1 General <\/td>\n<\/tr>\n
62<\/td>\n13.2 Design brief <\/td>\n<\/tr>\n
63<\/td>\n13.3 Design guidance <\/td>\n<\/tr>\n
65<\/td>\n13.4 Choice of temporary works
13.5 Selection of materials and components
13.6 Design output <\/td>\n<\/tr>\n
66<\/td>\n13.7 Design check <\/td>\n<\/tr>\n
67<\/td>\nTable 2 \u2014 Categories of design check in temporary works <\/td>\n<\/tr>\n
68<\/td>\n13.8 Resolution of queries raised by the design checker <\/td>\n<\/tr>\n
69<\/td>\n13.9 Alterations
13.10 Standard solutions <\/td>\n<\/tr>\n
70<\/td>\n14 Site considerations
14.1 Co-ordination, supervision and checking of work on site <\/td>\n<\/tr>\n
71<\/td>\n14.2 Loading and unloading temporary works <\/td>\n<\/tr>\n
72<\/td>\n14.3 Dismantling <\/td>\n<\/tr>\n
73<\/td>\nSection 3: Falsework
15 General
16 Materials
16.1 General considerations
16.2 Testing and inspection <\/td>\n<\/tr>\n
74<\/td>\n16.3 Steelwork (other than scaffold tube) <\/td>\n<\/tr>\n
75<\/td>\n16.4 Timber <\/td>\n<\/tr>\n
76<\/td>\nTable 3 \u2014 Basic stresses and moduli of elasticity for the wet condition
Table 4 \u2014 Softwood species which satisfy strength classes in accordance with BS 4978 <\/td>\n<\/tr>\n
77<\/td>\nTable 5 \u2014 North American softwood species and grade combinations which satisfy strength classes in accordance with national lumber grades authority (NLGA) and national grading rules for dimension lumber (NGRDL) joist and plank rules
Table 6 \u2014 Hardwoods which satisfy the strength classes graded to BS 5756:2007 <\/td>\n<\/tr>\n
78<\/td>\nTable 7 \u2014 Preferred target sizes and actual dimensions for constructional sawn softwood timber <\/td>\n<\/tr>\n
79<\/td>\nTable 8 \u2014 Modification factor K3 for duration of load on falsework <\/td>\n<\/tr>\n
80<\/td>\nTable 9 \u2014 Modification factor K4 for bearing stress
Table 10 \u2014 Maximum depth-to-breadth ratios <\/td>\n<\/tr>\n
81<\/td>\nFigure 5 \u2014 Shear stress on a timber beam of rectangular cross-section <\/td>\n<\/tr>\n
82<\/td>\nTable 11 \u2014 Depth modification factor K7 for solid timbers less than 300 mm depth <\/td>\n<\/tr>\n
83<\/td>\nTable 12 \u2014 Permissible stresses and moduli of elasticity for general falsework applications
Table 13 \u2014 Permissible stresses and moduli of elasticity for load-sharing falsework applications <\/td>\n<\/tr>\n
84<\/td>\nTable 14 \u2014 Commercial grade timber suitable to produce mainly class C16 timber
16.5 Concrete and concrete components <\/td>\n<\/tr>\n
86<\/td>\n16.6 Brickwork and blockwork
16.7 Other materials <\/td>\n<\/tr>\n
87<\/td>\n16.8 Steel scaffold tubes, couplers and other fittings <\/td>\n<\/tr>\n
89<\/td>\n16.9 Manufactured components for falsework <\/td>\n<\/tr>\n
90<\/td>\nTable 15 \u2014 Adjustable steel prop heights <\/td>\n<\/tr>\n
91<\/td>\nFigure 6 \u2014 Safe working loads for BS 4074:1982 props erected 1.5\u00b0 out-of-plumb <\/td>\n<\/tr>\n
92<\/td>\nFigure 7 \u2014 Safe working load for BS 1065:1999 props erected 1\u00b0 maximum out\u2011of\u2011plumb and with up to 10 mm maximum eccentricity of loading <\/td>\n<\/tr>\n
93<\/td>\n17 Loads applied to falsework
17.1 General <\/td>\n<\/tr>\n
94<\/td>\n17.2 Weights of materials
17.3 Self-weights
17.4 Imposed loads <\/td>\n<\/tr>\n
97<\/td>\n17.5 Environmental loads <\/td>\n<\/tr>\n
101<\/td>\nFigure 8 \u2014 Fundamental basic wind velocity vb,map (in m\/s) <\/td>\n<\/tr>\n
102<\/td>\nFigure 9 \u2014 Topography factor Twind diagram <\/td>\n<\/tr>\n
103<\/td>\nTable 16 \u2014 Combined exposure factor, ce(z)ce,T <\/td>\n<\/tr>\n
104<\/td>\nFigure 10 \u2014 Displacement height diagram
Figure 11 \u2014 Town, country and sea <\/td>\n<\/tr>\n
107<\/td>\nTable 17 \u2014 Force coefficients cf for falsework <\/td>\n<\/tr>\n
109<\/td>\nFigure 12 \u2014 Wind on soffit parallel to secondary bearers
Figure 13 \u2014 Wind on soffit parallel to primary bearers <\/td>\n<\/tr>\n
111<\/td>\nFigure 14 \u2014 Wind on two edge forms
Figure 15 \u2014 Shelter factor <\/td>\n<\/tr>\n
112<\/td>\nFigure 16 \u2014 Wind on more than two edge forms <\/td>\n<\/tr>\n
113<\/td>\nFigure 17 \u2014 Wind loading \u2013 Combined formwork and unclad falsework (upper limit) <\/td>\n<\/tr>\n
120<\/td>\n18 Foundations and ground conditions
18.1 General
18.2 Site investigation for falsework foundations <\/td>\n<\/tr>\n
121<\/td>\nTable 18 \u2014 Presumed allowable bearing pressure under vertical static loading <\/td>\n<\/tr>\n
122<\/td>\n18.3 Testing of soils <\/td>\n<\/tr>\n
123<\/td>\nTable 19 \u2014 Identification and description of soils
18.4 Allowable bearing pressures <\/td>\n<\/tr>\n
124<\/td>\n18.5 Modification factors applied to presumed bearing pressures <\/td>\n<\/tr>\n
125<\/td>\nTable 20 \u2014 Ground water level modification factor
18.6 Simple foundations on sands and gravels
18.7 Simple foundations on cohesive soils
18.8 Heavy vibrations
18.9 Fill material <\/td>\n<\/tr>\n
126<\/td>\n18.10 Piles
18.11 Protection of the foundation area
19 Design of falsework
19.1 Preamble to design <\/td>\n<\/tr>\n
128<\/td>\nFigure 18 \u2014 Individual support members <\/td>\n<\/tr>\n
129<\/td>\nFigure 19 \u2014 Panels to facilitate the erection of individual prop systems (elevation)
Figure 20 \u2014 Individual fully braced tower
Figure 21 \u2014 Proprietary system, partially braced by discrete panels <\/td>\n<\/tr>\n
130<\/td>\nFigure 22 \u2014 Fully braced falsework system <\/td>\n<\/tr>\n
131<\/td>\n19.2 Forces applied to falsework <\/td>\n<\/tr>\n
133<\/td>\n19.3 Analysis of the structure <\/td>\n<\/tr>\n
135<\/td>\nFigure 23 \u2014 Free-standing structure
Figure 24 \u2014 Top-restrained structure <\/td>\n<\/tr>\n
136<\/td>\nFigure 25 \u2014 Plate action (plan view) <\/td>\n<\/tr>\n
137<\/td>\nFigure 26 \u2014 Restraint provided on one side of the plate (plan view)
Figure 27 \u2014 Restraint provided on two perpendicular sides of the plate (plan view)
Figure 28 \u2014 Restraint provided on two parallel (opposite) sides of the plate (plan view) <\/td>\n<\/tr>\n
138<\/td>\nFigure 29 \u2014 Restraint provided on three sides of the plate (plan view)
Figure 30 \u2014 Restraint provided on four sides of the plate (plan view)
Figure 31 \u2014 Restraint provided by four permanent works columns (plan view)
Figure 32 \u2014 Restraint provided by two permanent works columns (plan view) <\/td>\n<\/tr>\n
139<\/td>\nFigure 33 \u2014 Concrete pressures applied and the subsequent rotational forces induced (typical falsework plan) <\/td>\n<\/tr>\n
141<\/td>\nFigure 34 \u2014 Effects of eccentricity and sway on top-restrained structures
Figure 35 \u2014 Effects of eccentricity and sway on freestanding structures <\/td>\n<\/tr>\n
142<\/td>\nFigure 36 \u2014 Effects of FH on individual towers <\/td>\n<\/tr>\n
143<\/td>\nTable 21 \u2014 Example of percentage of load transfer for less than 350 mm flat slabs
19.4 Design <\/td>\n<\/tr>\n
144<\/td>\nTable 22 \u2014 Roles and responsibilities of temporary and permanent works designers <\/td>\n<\/tr>\n
145<\/td>\nTable 23 \u2014 Requirements for stability checks in top-restrained falsework <\/td>\n<\/tr>\n
146<\/td>\nTable 24 \u2014 Requirements for stability checks in free-standing structures <\/td>\n<\/tr>\n
148<\/td>\nFigure 37 \u2014 Typical, free-standing, fully braced scaffolding (elevation)
Figure 38 \u2014 Typical, top-restrained, fully braced scaffolding (elevation) <\/td>\n<\/tr>\n
150<\/td>\nFigure 39 \u2014 Member stability check for top-restrained systems (elevation)
Figure 40 \u2014 Considerations for partially braced frames <\/td>\n<\/tr>\n
151<\/td>\nFigure 41 \u2014 Member stability check for free-standing systems (elevation) <\/td>\n<\/tr>\n
152<\/td>\nFigure 42 \u2014 Considerations for free-standing partially braced frames <\/td>\n<\/tr>\n
153<\/td>\nFigure 43 \u2014 Effective lengths in tube and coupler falsework <\/td>\n<\/tr>\n
154<\/td>\nFigure 44 \u2014 Lateral stability check for top-restrained structures <\/td>\n<\/tr>\n
155<\/td>\nFigure 45 \u2014 Lateral stability check for free-standing structures <\/td>\n<\/tr>\n
156<\/td>\nFigure 46 \u2014 Working space and stability during erection, loading and dismantling <\/td>\n<\/tr>\n
158<\/td>\nFigure 47 \u2014 Lateral restraint provided by friction <\/td>\n<\/tr>\n
159<\/td>\nTable 25 \u2014 Recommended values of coefficient static friction \u03bc <\/td>\n<\/tr>\n
160<\/td>\n19.5 Beams and lattice girders
19.6 Foundations <\/td>\n<\/tr>\n
163<\/td>\nFigure 48 \u2014 Base detail on slopes <\/td>\n<\/tr>\n
164<\/td>\n19.7 Additional considerations affecting certain design solutions <\/td>\n<\/tr>\n
165<\/td>\nFigure 49 \u2014 Suggested bracing arrangement for falsework erected on beams or girders <\/td>\n<\/tr>\n
167<\/td>\nFigure 50 \u2014 Maximum deviation of load path <\/td>\n<\/tr>\n
168<\/td>\n20 Work on site
20.1 Introduction
20.2 Specific design instructions
20.3 General workmanship <\/td>\n<\/tr>\n
171<\/td>\nFigure 51 \u2014 Points of measurement of tolerances for purposely fabricated steelwork <\/td>\n<\/tr>\n
172<\/td>\nFigure 52 \u2014 Skew lapping of primary beams to minimize eccentricity of load <\/td>\n<\/tr>\n
173<\/td>\n20.4 Checking falsework <\/td>\n<\/tr>\n
175<\/td>\n20.5 Application of loads to falsework
20.6 Dismantling <\/td>\n<\/tr>\n
176<\/td>\n20.7 Maintenance, inspection and identification of materials <\/td>\n<\/tr>\n
177<\/td>\nAnnex A (normative)\u2002 Permissible stresses and modulus of elasticity for steel grades generally used in falsework <\/td>\n<\/tr>\n
178<\/td>\nFigure A.1 \u2014 I beam dimensions <\/td>\n<\/tr>\n
179<\/td>\nTable A.1 \u2014 Permissible bending stress in compressive members, pbc, for beams <\/td>\n<\/tr>\n
180<\/td>\nTable A.2 \u2014 Permissible axial compressive stress, pc, on cross-section
Annex B (normative)\u2002 Properties of components in tube and coupler falsework <\/td>\n<\/tr>\n
183<\/td>\nTable B.1 \u2014 Section properties of scaffold tube <\/td>\n<\/tr>\n
184<\/td>\nTable B.2 \u2014 Safe axial loads in compression for Type 4 steel scaffold tubes manufactured in accordance with BS EN 39:2001 <\/td>\n<\/tr>\n
185<\/td>\nTable B.3 \u2014 Safe axial loads in compression for Type 4 steel scaffold tubes manufactured in accordance with BS 1139\u20111:1982 <\/td>\n<\/tr>\n
186<\/td>\nTable B.4 \u2014 Safe working loads for individual couplers and fittings
Annex C (normative)\u2002 Initial testing, quality control and inspection of falsework equipment <\/td>\n<\/tr>\n
188<\/td>\nAnnex D (normative)\u2002 Data on material properties
Table D.1 \u2014 Modulus of elasticity for concrete <\/td>\n<\/tr>\n
189<\/td>\nTable D.2 \u2014 Density of reinforced concrete
Table D.3 \u2014 Density ranges for lightweight concretes <\/td>\n<\/tr>\n
190<\/td>\nTable D.4 \u2014 Masses of scaffolding material
Table D.5 \u2014 Masses and densities of men and materials
Table D.6 \u2014 Masses of corrugated steel sheeting <\/td>\n<\/tr>\n
191<\/td>\nAnnex E (normative)\u2002 Wave forces <\/td>\n<\/tr>\n
193<\/td>\nFigure E.1 \u2014 Non-breaking waves \u2013 Section diagrams
Annex F (normative)\u2002 Site investigations for foundations for falseworks <\/td>\n<\/tr>\n
195<\/td>\nAnnex G (informative)\u2002 Examples of design brief contents <\/td>\n<\/tr>\n
197<\/td>\nAnnex H (informative)\u2002 Forces from concrete on sloping soffits
Figure H.1 \u2014 Distribution of forces on sloping soffits \u2013 Level surface, sloping base <\/td>\n<\/tr>\n
198<\/td>\nFigure H.2 \u2014 Distribution of forces on sloping soffits \u2013 Sloping surface and sloping base
Figure H.3 \u2014 Distribution of forces on sloping soffits \u2013 All surfaces sloping and with top formwork <\/td>\n<\/tr>\n
199<\/td>\nFigure H.4 \u2014 Freestanding falsework <\/td>\n<\/tr>\n
200<\/td>\nFigure H.5 \u2014 Formwork connected to an existing structure
Figure H.6 \u2014 Arch falsework
Annex I (informative)\u2002 Blank <\/td>\n<\/tr>\n
201<\/td>\nAnnex J (normative)\u2002 Design of steel beams at points of reaction or concentrated loads <\/td>\n<\/tr>\n
203<\/td>\nTable J.1 \u2014 Effective lengths and slenderness ratios of an unstiffened web acting as a column <\/td>\n<\/tr>\n
204<\/td>\nFigure J.1 \u2014 Stress dispersion \u2013 Buckling <\/td>\n<\/tr>\n
205<\/td>\nFigure J.2 \u2014 Stress dispersion \u2013 Bearing <\/td>\n<\/tr>\n
207<\/td>\nTable J.2 \u2014 Effective lengths of load bearings
Annex K (normative)\u2002 Effective lengths of steel members in compression <\/td>\n<\/tr>\n
208<\/td>\nFigure K.1 \u2014 Positional restraint of steel members in axial compression <\/td>\n<\/tr>\n
209<\/td>\nTable K.1 \u2014 Effective lengths of struts <\/td>\n<\/tr>\n
210<\/td>\nTable K.2 \u2014 Effective lengths for beams without intermediate lateral restraint <\/td>\n<\/tr>\n
212<\/td>\nTable K.3 \u2014 Effective lengths for cantilever beams without intermediate lateral restraint <\/td>\n<\/tr>\n
213<\/td>\nFigure K.2 \u2014 Girder restraint (1) \u2013 Plan view <\/td>\n<\/tr>\n
214<\/td>\nFigure K.3 \u2014 Girder restraint (2) \u2013 Plan view
Annex L (informative)\u2002 Wind calculations for falsework <\/td>\n<\/tr>\n
215<\/td>\nTable L.1 \u2014 Source of the basic wind equations <\/td>\n<\/tr>\n
217<\/td>\nTable L.2 \u2014 Values of direction factor, cdir <\/td>\n<\/tr>\n
222<\/td>\nTable L.3 \u2014 Combined roughness factor, cr(z)cr,T <\/td>\n<\/tr>\n
223<\/td>\nTable L.4 \u2014 Turbulence intensity, Iv(z)flat <\/td>\n<\/tr>\n
224<\/td>\nFigure L.1 \u2014 Orography factor, co <\/td>\n<\/tr>\n
228<\/td>\nAnnex M (normative)\u2002 Shielding factor \u03b7 for unclad falsework
Table M.1 \u2014 Shielding factor, \u03b7 <\/td>\n<\/tr>\n
230<\/td>\nBibliography <\/td>\n<\/tr>\n
234<\/td>\nIndex <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Code of practice for temporary works procedures and the permissible stress design of 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>\n2019<\/td>\n250<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":216375,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-216373","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\/216373","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\/216375"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=216373"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=216373"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=216373"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}