SIST EN 26891:1997 PDF

Name: SIST EN 26891:1997 — Timber structures - Joints made with mechanical fasteners - General principles for the determination of strength and deformation characteristics (ISO 6891:1983)
SKU: SIST EN 26891:1997
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Timber structures - Joints made with mechanical fasteners - General principles for the determination of strength and deformation characteristics (ISO 6891:1983)

Название (английский):

SIST EN 26891:1997

Timber structures - Joints made with mechanical fasteners - General principles for the determination of strength and deformation characteristics (ISO 6891:1983)

Статус документа:: Действующий
Формат:: Электронный (PDF)
Количество страниц:: 8
Дата публикации:: 1 октября 1997 г.
ICS:: 91.080.20
Технический комитет:: KON - Structures

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Описание (английский):

Applies to joints made with mechanical fasteners used in statically loaded timber structures. Covers the conditioning of test specimens and explains the apparatus to be used for measuring the geometry of the test specimens, their moisture content and other characteristics. Details the loading procedure and specifies the details to be included in the test report.

Abstract

Похожие стандарты

Упомянутые в описании и другие стандарты SIST

Overview

SIST EN 26891:1997, titled Timber structures - Joints made with mechanical fasteners - General principles for the determination of strength and deformation characteristics (ISO 6891:1983), is a European standard developed by CEN. It provides general principles and guidelines for testing the strength and deformation behavior of timber joints made with mechanical fasteners under static loading conditions. This standard is essential for designers, engineers, and testing laboratories involved in the construction and assessment of load-bearing timber structures.

The scope of SIST EN 26891:1997 includes conditioning of test specimens, specifying measurement apparatus, and outlining loading procedures to determine key strength and slip characteristics of timber joints reliably and reproducibly.

Key Topics

Test Specimen Conditioning Ensures timber joints and specimens replicate real-life moisture content and environmental conditions to reflect realistic structural performance. Standard atmospheres, such as 20°C and 65% relative humidity per ISO 554, are recommended for consistent conditioning.

Test Specimen Geometry and Dimensions Specifies that specimen forms and sizes must realistically represent joints in service. Detailed specimen dimensions for specific fasteners are covered in related standards.

Measurement Equipment and Accuracy Requires precise devices for measuring load (±1%) and slip (±1%, or ±0.02 mm for small slips under 2 mm). Equipment must prevent measurement errors caused by eccentricities or twisting during testing.

Loading Procedure Describes a staged loading and unloading cycle starting at 0.4 times the estimated maximum load, holding loads for 30 seconds to simulate realistic conditions, followed by controlled increase to ultimate failure or a slip of 15 mm. Loading rates are specified for different phases, facilitating consistent and comparable data.

Slip and Load Measurement Defines the recording of slip values at multiple points on the joint and associates these with load increments. These measurements enable calculation of key characteristics like maximum load, slip modulus, joint settlement, and elastic slip.

Calculations and Adjustments Guidance on processing raw test data to yield meaningful parameters related to joint performance. Procedures for adjusting estimated maximum load during ongoing testing ensure accuracy of results.

Test Reporting Specifies essential information for comprehensive reporting, including timber species, density, fastener types and coatings, joint geometry, conditioning details, loading procedures, and failure modes observed.

Applications

Structural Timber Joint Design Engineers use the principles in EN 26891 to evaluate joint strength and deformation characteristics, facilitating safe, reliable timber structure designs where mechanical fasteners are employed.

Material and Component Testing Laboratories assessing the performance of new fasteners or joint configurations apply the standard's principles to generate comparable, validated results.

Quality Control in Timber Construction Builders and inspectors utilize test results based on EN 26891 to verify compliance with strength requirements and ensure structural integrity.

Research and Development Academics and industry researchers employ this standard's test methods as a foundation for developing improved timber joints and fasteners.

Related Standards

ISO 6891:1983 This International Standard forms the basis of EN 26891 and provides the original detailed framework for testing timber joints with mechanical fasteners.

ISO 554 Defines standard atmospheres for conditioning and testing timber specimens, crucial for reproducible measurement conditions.

Future International Standards for Specific Fasteners Separate standards are being developed for particular fastener types such as punched metal plate fasteners, nails, and staples, which will provide complementary detailed testing procedures.

Keywords: EN 26891, timber structures, mechanical fasteners, joint strength, deformation characteristics, load testing, slip measurement, specimen conditioning, timber joint testing, structural timber, ISO 6891, timber construction standards

SIST EN 26891:1997 PDF

Abstract

Похожие стандарты

Overview

Key Topics

Applications

Related Standards

Технические детали

ISO 6891:1983

Timber structures — Joints made with mechanical fasteners — General principles for the determination of stren…

SIST ISO 554:1995

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