Menu
0
Total price
0 €
PRICES include / exclude VAT
Homepage>BS EN 15416-3:2017+A1:2019 Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Creep deformation test at cyclic climate conditions with specimens loaded in bending shear
sklademVydáno: 2019-04-10
BS EN 15416-3:2017+A1:2019 Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Creep deformation test at cyclic climate conditions with specimens loaded in bending shear

BS EN 15416-3:2017+A1:2019

Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods Creep deformation test at cyclic climate conditions with specimens loaded in bending shear

Format
Availability
Price and currency
Anglicky Secure PDF
Immediate download
178.32 €
You can read the standard for 1 hour. More information in the category: E-reading
Reading the standard
for 1 hour
17.83 €
You can read the standard for 24 hours. More information in the category: E-reading
Reading the standard
for 24 hours
53.50 €
Anglicky Hardcopy
In stock
178.32 €
Označení normy:BS EN 15416-3:2017+A1:2019
Počet stran:16
Vydáno:2019-04-10
ISBN:978 0 539 00049 8
Status:Standard
DESCRIPTION

BS EN 15416-3:2017+A1:2019


This standard BS EN 15416-3:2017+A1:2019 Adhesives for load bearing timber structures other than phenolic and aminoplastic. Test methods is classified in these ICS categories:
  • 83.180 Adhesives

This European Standard specifies a method for determining the creep deformation of bonded specimens loaded in bending shear. It is applicable to adhesives used in load bearing timber structures.

It is suitable for the following applications:

  1. for assessing the compliance of adhesives to EN 15425 and EN 16254;

  2. for assessing the suitability and quality of adhesives for load bearing timber structures.

This test 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.