Hello All
I want to ask how can i write uls comb 610a and 610b with a bridge design orientation code using maxima and no CSM
Hello,
thank you for your request.
At first, please note that the equations 6.10a and 6.10b of the EN 1990 are different in the several National Annexes.
For the definition of such combination rules for actions we recommended our Online Tutorials.
The use of 6.10a and 6.10b for the National Annex of Sweden is explained with the associated input files in the Online Tutorial “General Explanations for the Use of MAXIMA – Action Combinations in order to get Design Forces or Load Case Combinations”.
You can find it via TEDDY or SSD → Help → Online Help → Tutorials → Superpositions.
With kind regards
Sabine Fahrendholz
Senior Product Manager