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ISO 24322:2024

ISO 24322:2024 Timber structures – Methods of test for evaluation of long-term performance – Part 1: Wood-based products in bending

CDN $251.00

Description

This document gives methods of determination of duration of load and creep factors under bending actions at ambient temperatures for a defined population of structural timber products such as solid timber, LVL, OSB, plywood, particleboard, I-beams calculated from test values.

It presents methods for

a)       determining the duration of load and creep factors for new timber products,

b)       establishing whether a previously defined set of duration of load and creep factors can be applied to a tested product, and

c)        an optional method for establishment of sensitivity of duration of load and creep factors to changes in environmental conditions.

NOTE 1        This document is intended to apply to wood-based products for which a duration of load factor or a creep factor is used in design.

NOTE 2        The effect of elevated temperature on the duration of load factor and creep factor that is derived using these methods for use with timber products can need additional consideration.

Edition

1

Published Date

2024-01-04

Status

PUBLISHED

Pages

20

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

This document gives methods of determination of duration of load and creep factors under bending actions at ambient temperatures for a defined population of structural timber products such as solid timber, LVL, OSB, plywood, particleboard, I-beams calculated from test values.

It presents methods for

a)       determining the duration of load and creep factors for new timber products,

b)       establishing whether a previously defined set of duration of load and creep factors can be applied to a tested product, and

c)        an optional method for establishment of sensitivity of duration of load and creep factors to changes in environmental conditions.

NOTE 1        This document is intended to apply to wood-based products for which a duration of load factor or a creep factor is used in design.

NOTE 2        The effect of elevated temperature on the duration of load factor and creep factor that is derived using these methods for use with timber products can need additional consideration.

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