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<p>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.</p>
<p>It presents methods for the determination of:</p>
<p>a) slip modulus of mechanical connections;</p>
<p>b) characteristic strength of connections subjected to either monotonic or cyclic loads.</p>
<p>Glued connections are excluded from the scope of this document.</p>
<p>NOTE 1 It is assumed that the failure mode is the same for all specimens in the sample.</p>
<p>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.</p>
<p>NOTE 3 Informative commentary to the clauses of this document can be found in Annex A.</p>
Reģistrācijas numurs (WIID)
65526
Darbības sfēra
<p>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.</p>
<p>It presents methods for the determination of:</p>
<p>a) slip modulus of mechanical connections;</p>
<p>b) characteristic strength of connections subjected to either monotonic or cyclic loads.</p>
<p>Glued connections are excluded from the scope of this document.</p>
<p>NOTE 1 It is assumed that the failure mode is the same for all specimens in the sample.</p>
<p>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.</p>
<p>NOTE 3 Informative commentary to the clauses of this document can be found in Annex A.</p>
