Vážení zákazníci, v letošním roce budeme expedovat poslední objednávky ve středu 18. 12. 2024.

Těšíme se s vámi na shledanou od pondělí 06. 01. 2025.

 

Menu
0
Total price
0 €
PRICES include / exclude VAT
Homepage>BS EN 302-4:2023 Adhesives for load-bearing timber structures. Test methods Determination of the effects of wood shrinkage on the shear strength
Sponsored link
sklademVydáno: 2023-02-17
BS EN 302-4:2023 Adhesives for load-bearing timber structures. Test methods Determination of the effects of wood shrinkage on the shear strength

BS EN 302-4:2023

Adhesives for load-bearing timber structures. Test methods Determination of the effects of wood shrinkage on the shear strength

Format
Availability
Price and currency
Anglicky Secure PDF
Immediate download
194.33 €
You can read the standard for 1 hour. More information in the category: E-reading
Reading the standard
for 1 hour
19.43 €
You can read the standard for 24 hours. More information in the category: E-reading
Reading the standard
for 24 hours
58.30 €
Anglicky Hardcopy
In stock
194.33 €
Označení normy:BS EN 302-4:2023
Počet stran:18
Vydáno:2023-02-17
ISBN:978 0 539 18217 0
Status:Standard
DESCRIPTION

BS EN 302-4:2023


This standard BS EN 302-4:2023 Adhesives for load-bearing timber structures. Test methods is classified in these ICS categories:
  • 83.180 Adhesives
This document specifies a method for determining the influence of shear strength in crosswise gluing by wood shrinkage under drying conditions. It is applicable for the following applications: a) for assessing the compliance of adhesives with 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 determining if the adhesive is capable of withstanding stresses due to wood shrinkage without unacceptable loss of strength. 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 test is carried out on Norway spruce (Picea abies L.). This method is not intended to provide data for structural design and does not necessarily represent the performance of the bonded member in service.