BS EN 302-4:2023

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

English Secure PDF

Immediate download

180.00 EUR

You can read the standard for 1 hour. More information in the category: E-reading

Reading the standard

for 1 hour

18.00 EUR

You can read the standard for 24 hours. More information in the category: E-reading

Reading the standard

for 24 hours

54.00 EUR

English Hardcopy

In stock

180.00 EUR

Standard number:	BS EN 302-4:2023
Pages:	18
Released:	2023-02-17
ISBN:	978 0 539 18217 0
Status:	Standard

BS EN 302-4:2023 Adhesives for Load-Bearing Timber Structures

Introducing the BS EN 302-4:2023, a comprehensive guide to adhesives for load-bearing timber structures. This standard is a must-have for professionals in the construction and woodworking industries. It provides detailed test methods for determining the effects of wood shrinkage on the shear strength of adhesives used in load-bearing timber structures.

Key Features

The BS EN 302-4:2023 standard is a comprehensive 18-page document that provides detailed guidelines and test methods. It was released on February 17, 2023, and is the latest edition in the series. The standard number is BS EN 302-4:2023, and it is recognized and accepted globally.

The standard is available in a convenient digital format with the ISBN number 978 0 539 18217 0. This makes it easy to access and reference at any time, whether you're in the office or on a construction site.

Benefits of BS EN 302-4:2023

The BS EN 302-4:2023 standard provides a wealth of benefits for professionals in the construction and woodworking industries. It provides clear guidelines on how to test the effects of wood shrinkage on the shear strength of adhesives used in load-bearing timber structures. This can help to ensure the safety and durability of your structures, and can also help to prevent costly mistakes and rework.

By following the guidelines in this standard, you can ensure that your adhesives are suitable for use in load-bearing timber structures, and that they will perform effectively even as the wood shrinks over time. This can give you peace of mind and confidence in the quality of your work.

Who Should Use BS EN 302-4:2023?

The BS EN 302-4:2023 standard is suitable for a wide range of professionals in the construction and woodworking industries. This includes architects, engineers, builders, carpenters, and anyone else who works with load-bearing timber structures. It is also a valuable resource for students and academics in these fields.

Get Your Copy Today

Don't miss out on this essential resource for professionals in the construction and woodworking industries. Get your copy of the BS EN 302-4:2023 standard today and ensure the safety and durability of your load-bearing timber structures.

The BS EN 302-4:2023 standard is currently in status and is available for purchase. Order your copy today and stay up-to-date with the latest guidelines and test methods for adhesives in load-bearing timber structures.

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.

Print RECOMMEND