Mina Barsoum
Structural
- Jan 18, 2024
- 2
Hi,
According to Eurocode EN1994-1-4 section 7.3 for wind loads on canopy roofs, the duopitch roofs should have cases for unbalanced loading (where one half of the roof is loaded and the other half is not).
Do you have any idea why this condition is required? It makes no sense that the wind would act on half of the roof and the other half will not be affected.
And it is causing a huge increase in the number of load combinations which make the calculations very slow.
Thanks in advance
According to Eurocode EN1994-1-4 section 7.3 for wind loads on canopy roofs, the duopitch roofs should have cases for unbalanced loading (where one half of the roof is loaded and the other half is not).
Do you have any idea why this condition is required? It makes no sense that the wind would act on half of the roof and the other half will not be affected.
And it is causing a huge increase in the number of load combinations which make the calculations very slow.
Thanks in advance