Timber structures - Determination of characteristic values - Part 5: Mechanical connections
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.
| SDO | ISO: International Organization for Standardization |
| Document Number | ISO 12122 |
| Publication Date | Not Available |
| Language | en - English |
| Page Count | |
| Revision Level | |
| Supercedes | |
| Committee | ISO/TC 165 |
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