Timber structures - Accidental combinations

[Hallvard]

New timber question:

When defining load combinations I can define accidental combinations.

But when doing calculations for timber members you can only choose Servicability and Ultimate limit states.

How do I perform code-checks for timber structures for accidental load combinations?

[Artur.Kosakowski · Accepted solution]

In exactly the same way as for 'standard' ULS combinations. Just type their numbers in the list field and mark the Ultimate check box in the Calculations dialog.

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