{"id":309397,"date":"2024-10-19T21:14:48","date_gmt":"2024-10-19T21:14:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-302-82017-tc\/"},"modified":"2024-10-25T18:56:15","modified_gmt":"2024-10-25T18:56:15","slug":"bs-en-302-82017-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-302-82017-tc\/","title":{"rendered":"BS EN 302-8:2017 – TC"},"content":{"rendered":"
This European Standard specifies a method of determining the ability of adhesive bonds to resist static load. It is applicable to adhesives used in load bearing timber structures. It is suitable for the following applications: a) for assessing the compliance of adhesives according to EN 301, EN 15425 and EN 16254; b) for assessing the suitability and quality of adhesives for load-bearing timber structures; c) for assessing the effect on the bond strength resulting from constant load at different climate conditions. This method is intended primarily to obtain performance data for the classification of adhesives for load bearing timber structures according to their suitability for use in defined climatic environments. This method is not intended to provide data for structural design, and does not necessarily represent the performance of the bonded member in service.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | compares BS EN 302-8:2017 <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | TRACKED CHANGES Text example 1 \u2014 indicates added text (in green) <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Contents Page <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 1 Scope 2 Normative references 3 Principle 4 Apparatus 4.1 Test jig <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Figure 1 \u2014 Test jig <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Figure 2 \u2014 Dimensions of plates and rods <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 4.2 Equipment for climate control 4.3 Testing machine 5 Test specimens 5.1 Selection of wood 5.2 Preparation of laminations <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Figure 3 \u2014 Orientation of annual rings in cross section of lamination <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 5.3 Preparation of test specimens Figure 6 \u2014 The final shape of the specimen (48,0 mm \u00d7 50,8 mm \u00d7133,6 mm) 6 Test procedure 6.1 Application of load <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 6.2 Test climates Table 1 \u2014 Climate treatment cycles 6.3 Measurements and evaluation of result 7 Test report <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Adhesives for load-bearing timber structures. Test methods – Static load test of multiple bond line specimens in compression shear<\/b><\/p>\n |