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This document gives methods of determination of characteristic values for a defined population of mechanical connections between timber components, calculated from full scale test values.
It presents methods for the determination of:
a) slip modulus of mechanical connections;
b) characteristic strength of connections subjected to either monotonic or cyclic loads.
Glued connections are excluded from the scope of this document.
NOTE 1 It is assumed that the failure mode is the same for all specimens in the sample.
NOTE 2 When a small number of test results is available, ISO 12122-6 is used for the determination of the mean and the 5th percentile values.
NOTE 3 Informative commentary to the clauses of this document can be found in Annex A.
| Author | ISO/TC 165 Timber structures |
|---|---|
| Editor | ISO |
| Document type | Standard |
| Format | Paper |
| Edition | 1 |
| ICS | 91.080.20 : Timber structures |
| Number of pages | 13 |
| Weight(kg.) | 0.1221 |
| Year | 2018 |
| Country | Switzerland |