1 Scope
This document 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 applicable for the following applications:
a) for assessing the compliance of adhesives according to EN 301, EN 15425, EN 16254, EN 17334 and EN 17418;
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.
BS EN 302-8:2023 Referenced Document
EN 15425 Adhesives - One component polyurethane (PUR) for load-bearing timber structures - Classification and performance requirements
EN 16254 Adhesives - Emulsion polymer isocyanate (EPI) for load-bearing timber structures - Classification and performance requirements
EN 17334 Glued-in rods in glued structural timber products - Testing, requirements and bond shear strength classification
EN 17418 Two-component epoxy and polyurethane adhesives for on-site repair of cracked timber structures - Testing, requirements and repair strength verification
EN 301 Adhesives, phenolic and aminoplastic, for load-bearing timber structures - Classification and performance requirements
2023BS EN 302-8:2023 Adhesives for load-bearing timber structures. Test methods. Static load test of multiple bond line specimens in compression shear
2017BS EN 302-8:2017 Adhesives for load-bearing timber structures. Test methods. Static load test of multiple bond line specimens in compression shear
2008BS EN 15416-2:2007 Adhesives for load bearing timber structures other than phenolic and aminoplastic - Test methods - Part 2: Static load test of multiple bondline specimens in compression shear