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?
Solved! Go to 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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