{"id":308806,"date":"2024-10-19T21:11:53","date_gmt":"2024-10-19T21:11:53","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-302-82017\/"},"modified":"2024-10-25T18:51:38","modified_gmt":"2024-10-25T18:51:38","slug":"bs-en-302-82017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-302-82017\/","title":{"rendered":"BS EN 302-8:2017"},"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.<\/p>\n
It is suitable for the following applications:<\/p>\n
for assessing the compliance of adhesives according to EN 301, EN 15425 and EN 16254;<\/p>\n<\/li>\n
for assessing the suitability and quality of adhesives for load-bearing timber structures;<\/p>\n<\/li>\n
for assessing the effect on the bond strength resulting from constant load at different climate conditions.<\/p>\n<\/li>\n<\/ol>\n
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.<\/p>\n
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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4<\/td>\n | Contents Page <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1 Scope 2 Normative references 3 Principle 4 Apparatus 4.1 Test jig <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Figure 1 \u2014 Test jig <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Figure 2 \u2014 Dimensions of plates and rods <\/td>\n<\/tr>\n | ||||||
11<\/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 | ||||||
12<\/td>\n | Figure 3 \u2014 Orientation of annual rings in cross section of lamination <\/td>\n<\/tr>\n | ||||||
14<\/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 | ||||||
15<\/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 | ||||||
17<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Adhesives for load-bearing timber structures. Test methods – Static load test of multiple bond line specimens in compression shear<\/b><\/p>\n |